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HomeMy WebLinkAboutSubmittal-William Riley-Centner Academy Hearing Notebook for June 5, 2019 PZAB meeting6 CENTNER ACADEMY HEARING NOTEBOOK FOR JUNE 5, 2019 PZAB MEETING 1. Miami Proud (Centner Family Profile) 2. South Florida Business Journal (David Centner Profile) 3. 2014 Survey 4. Waiver 2014-0117 5. 2015 Building Permit 6. Letter of Intent (Amended) 7. Child Care Checklist 8. Current Survey 9. Photographs of 4136 N Miami Avenue 10. Photographs of 20 NW 42 Street 11. Site Plan 12. Landscape Compliance Affidavit and Landscape Plans 13. Miami -Dade County Traffic Engineering Division Statement 14. City of Miami Staff Analysis 15. Traffic Expert Summary of Traffic Study 16. Traffic Study 17. School Traffic Operation Plan 18. Remind School Communication System 19. Class Dojo 20. Permit Status Log 21. Neighborhood Petitions of Support 22. Public Notice Certification 23. Neighborhood Meeting Invitations 24. Neighborhood Communications May 10 (Sample) 25. Neighborhood Communications May 16 (Sample) 26. Neighborhood Communications May 17 (Sample) 27. Neighborhood Communications May 29 (Sample) 28. Properties Owned or Under Contract 29. Text Messages with Buena Vista East (Samples) 30. Text Messages with Buena Vista Stakeholders (Samples) Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk (Mt- S\\\-\\\o\ c ot5°Lo\&QLfbt4A9 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 454-846-9399 TO REORDER CA RECYCLED PAPER 6/5/2019 Miami Proud: Lotus House Culinary Center Helping To Transform Lives — CBS Miami { 4 CBS Miami c MENU NEWS SPORTS VIDEO WEATHER TOP SPOTS iS Q Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Miami Proud: Lotus House Culinary Center Helping To Transform Lives By Lisa Petrillo April 25, 2019 at 12:05 pm Filed Under: Lisa Petrillo, Local TV, Lotus House, Miami News, Miami Proud M IAM I (CBSMiami) — Two years ago Shirley Joseph was struggling. At age 23, she was homeless with no family to turn to for help. "My mom and dad's (parental) rights were taken away when I was a child," she recalls having this tough time, being in a lot of different facilities. FOLLOW US OUR NEWSLETTER 0 Sign up and get our latest headlines delivered right to your inbox! ETa 2dciresi MOST VIEWED ' Th Longtime South Florida Reporter, Anchor Todd Tongen Found Dead Florida Man Charged With Manslaughter For Shooting Woman During Foreplay With Gun, Police Say ittps://miami.cbslocal,com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ 1/4 6/5/2019 Miami Proud: Lotus House Culinary Center Helping To Transform Lives — CBS Miami Today, with the support of Lotus House, a nonprofit shelter for women and children in Miami, this mother of two young children has an apartment, a job and a future. Shirley is one of 43 women to take part in Lotus House's new working classroom kitchen, The David and Leila Centner Culinary Center. "I do everything, I do prep, dishwasher, clean, I cook the food, all types of things," Shirley says. "It is awesome. Something that you didn't get to learn, and then you have people that are great at it, and they teach you." David Centner is a successful serial entrepreneur who grew up in Miami. He and his wife Leila's charitable donations here and abroad are working to end the cycle of poverty. David explains how the kitchen is doing that. "The culinary center really spoke to our heart because it teaches women skills so that they can then go out and be gainfully employed. It's got all the bells and whistles, so the people who graduate or emerge from this program have more than just food skills, food safety skills, they can work in some of the highest end hotels and restaurants in Miami." For Leila Centner the mission is personal. "I grew up very poor so I wanted to be able to not just give women money or food or what not but help women change their own lives. Watching my mom really struggle, she'd moved here from another country, I didn't have a dad, and I saw that without the assistance and support that she had around here, I may not be where I am today." The kitchen is the hearth of Lotus House, more sanctuary than shelter. That is how Executive Director Constance Collins sees it. "We provide both a home and wraparound support system; child and family therapies, individual counseling, group counseling to job readiness training," she says. "All the skills and expertise and confidence and self-esteem that enables you to be prepared and go out into the world and build a new life" For Shirley this means everything. "It gives you hope that there are people out there that really care and that are really willing to do things for you...the feeling is wonderful:" Constance has seen the change in Shirley. "I see a very young woman who has become an extraordinary mother. Someone who is standing on her own two feet now, that's an amazing transformation to watch." kii Scot Peterson Fired By BSO, Criminally Charged Over Actions During Marjory Stoneman Douglas High Shooting Young Florida Boy Attacked, Robbed By Several People While Walking Horne From School Florida Girl Made To Hold Embarrassing Sign In Intersection As Punishment Fatal Shooting Investigated At Florida Walmart Man Shot, Killed In Ambush Style Murder In Miramar Brothers Drown In North Lauderdale Apartment Pool Florida Woman Caught On Camera Twerking In Clothing Store While Shoplifting Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ittps://miami.cbslocal.com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ 2/4 6/5/2019 Miami Proud: Lotus House Culinary Center Helping To Transform Lives — CBS Miami Lotus House guests are women and children ranging from 86 years to brand new babies. 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If Your Dog Eats Grass (Do This Every Day) Ultimate Pet Nutrition i Sponsored This To Make Your Arms Firm Again Beauty I Sponsored Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Ft Lauderdale, Florida Drivers Are Stunned By This New Rule ttps://miami.cbslocal.com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ 3/4 6/5/2019 EverQuoteIncorance Quotes Sponsored Miami Proud: Lotus House Culinary Center Helping To Transform Lives — CBS Miami Man Who Called DOW 20,000 Has Surprising New Prediction Investing Outlook i Sponsored Top Doctor Warns Against Abdominal "Deep" Fat (And How To Get Rid Of It) LCR Health 1 Sponsored 22 Tips, No Leads In Death Investigation Of 'Baby June' Found In Boynton Beach Inlet Questions Remain After Body In Miami Gardens Canal Is Confirmed To Be Missing Woman Kameela Russell Florida Program Giving Solar Panels To Homeowners With Electric Bills Over $99/month Smart Life Weekly i Sponsored Exclusive: Mother Speaks Out About Recovery Of 3-Year-Old ... 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Rings: Free Online Game I Sponsored SCBS Miami NEWS Miami News Local Business Consumer Politics HealthWatch G "pries SPORTS Miami Sports Dolphins Heat Panthers Marlins STATION INFO SEEN ON TV CBS4 My TV 33 Miami Weather Program Guide Video on Demand Watch Live Only CBS Contact Us Contests & Promotions Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Follow Us COMMUNITY Facing South Florida Focus on South Florida Neighbors 4 Neighbors CORPORATE About Us Advertise Connect Ittps://miami.cbslocal.com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ d /d Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk '11) REORDER CA ILL 954-8469399 RECYCLED PAPER 6/5/2019 David Centner, RBH Group propose Teachers Village in Miami with Opportunity Zone fund - South Florida Business Journal FOR THE EXCLUSIVE USE OF WRILEY777@AOL.COM Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk From the South Florida Business Journal: https://www.bizjournals.com/southflorida/news/2019/03/25/centner-rbh-group-proposes-teachers- village.html Tech entrepreneurs launch Opportunity Zone fund to build housing for South Florida teachers SUBSCRIBER CONTENT: Mar 25, 2019, 6:48am EDT Technology entrepreneurs David and Leila Centner are backing a mixed -use building with affordable housing for local teachers that could rise in Miami's Edgewater. The Centners launched an Opportunity Zone fund that will support the Teachers Village project at 3350 Biscayne Blvd. Opportunity Zones are a new federal program where people can defer their capital gains by investing in economically distressed neighborhoods. David Centner said he'll personally invest $40 million into this Opportunity Zone fund, and has more estors lined up to commit additional funds. A Miami native, Centner moved to the Northeast to start ;h companies in the 1990s. In 2018, Centner and his wife sold Highway Toll Administration LLC, which specializes in electronic toll collection technology, to Platinum Equity. Centner and his wife have returned to Miami, and he's found the city looks very different from when he left about 25 years ago. "My heart has always been in Miami," Centner said. "My wife and I wanted to show appreciation to Miami doing right by me and try to give back ... We are parlaying the [Highway Toil Administration] transaction proceeds into underserved and under developed areas" In September 2018, Centner's 3350 Biscayne LLC acquired a 37,000-square-foot site at Biscayne Boulevard and Northeast 34th Street for $11.5 million. He has partnered with New Jersey -based RBH Group to build Teachers Village there. RBH Group previously built a Teachers Village in Newark, New Jersey with affordable housing for teachers and educational programs for them provided through Rutgers University. Ron Beit, CEO of RBH Group, said he'd like to construct a similar project in Miami. The preliminary plans for Teachers Village in Miami call for 251 workforce housing apartments, 45 condos for sale at workforce -level prices, office space and retail space. The 34-story, 614,000-square-foot ding would include educational facilities for teachers and the community, with some free education .J some fee -based programs so educators could obtained advanced degrees and certificates, Beit said. While Teachers Village would not be restricted only to teachers, it would be heavily marketed to them and its units would be offered at price ranges that teachers can afford, Beit said. lttps://www.bizjournals.com/southflorida/news/2019/03/25/centner-rbh-group-proposes-teachers-village.html?s=print 1/2 6/5/2019 David Centner, RBH Group propose Teachers Village in Miami with Opportunity Zone fund - South Florida Business Journal "Mimi ha's a very large school district, the fourth -largest in the country," Beit said. "Housing prices in the Miami metro area have increased. There's an affordability issue for the workforce in Miami." developers are still working to hire an architect for Teachers Village, so the design hasn't been lalized, Beit said. They also need to select a partner for the educational component. In addition to Centner's Opportunity Zone fund, Teachers Village will require some form of public financing, Beit said. He will inquire with city officials about tapping its affordable housing funding programs. Edgewater is a great neighborhood for teacher housing because it's in the middle of Miami, and it's minutes from the beaches, Centner said. In fact, his wife is starting a private school for young kids called Centner Academy in the Design District. "It will be like a premium New York City education that doesn't exist in South Florida now," Centner said. Brian Bandell Senior Reporter South Florida Business Journal Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ttps://www.bizjournals com/southflorida/news/2019/03/25/centner-rbh-group-proposes-teachers-village.html?s=print 217 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 954-R46)3 19 YCLED PAPER IV - 12 a) U A U POZ '6d 4OM13ed a o 1' •n' GRAPHIC SCALE --- 8T,aynead 1(11ily 1.1.6 e 0 Uqn( Pnls CN tees ynnm WV D, W0(04 van+ © water 1.1644w1r In 1Mepharle Uoru.0le LJ ▪ • 1.10nll0rin9 WN: C"1 Po,u,na aMln1 €3 4Www.n Nannal. A ,nnn, fene.4 A "y4 (5.. Sp01 Elame..n l: Tompprory 1.16,w1em,44 (o'n,ler-110001-5pr.o0 IGphl-of-Woy Linen i) P.op•rlo Comer T 104(11O `sqn MI Cole, Posen Pro4•xa)e wmhale �•-•- WOOd fence •-----•--• Lan Fuca ..vyrr. C.11.S. W,01 O uep., Out • Gomd role -•-. Cn0In Lhw fen0. A .SM2. 0.1.1 C.O.S. C.0. C/L CONC. 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I10 Fortner, Inner 1 g Oen of 0,0 Y,1n. Cw el'enc02 vcl,n Pnlgw. l.O..0 tocieretty sun.. V' tee •N..n Ie40.14•1 alm1e«0e • 1 no In 1•y«ifl0 I(M14,4 eo nM• no, c1.PP«e, 1n (•ho4toe 11• 11, I,a:.10 •A4m1.4 t 10 .0:100 412021 (Ig41O $(Molt.,. E40nInu:,o, 0t the an. in•41r«a1.. n«envn:el::flitcoli n o l.,,o,nt a or.. •..n «1 re l , .nn✓etICe. 0,mnm•W is V.A)Oal t J. 0030811.1. L ASSOCIATES, INC. FRAM Crtr1Akek. of AJ10,Nlzellon Na L03]08 )LEA;• f'I2:0f' J1.1.01.1 1 .14LL POO. PDX.. 911Ir t0M1,a4. W1.T1, IW 31 h1 11A11 t.411-f IA14 it 00, 0:10 4 nvl I00 .4,001.0• end ...pin..q.«I vW 0 "0:,1••✓ AO,.,y1, 1r 0 1.lton• to 4a wy ,: 0n14 Narl'r 4 pr11k1 e• 0101104t1 0,1114a,1 •y111Y, (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 St) k1Y1A1011J 0Y - Submitted into the public record for bem(s) PZ.5 . TO REORDER CALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk K ,t <ticia [SOU g e Greenberg Traurig. J ` -4 rr F 5c - I 33�'`SE 2r' uen�Ye;Suite 4400 �` ArT �` " 74 Mi ni, Florida r.` J31 i ,< � ) f �1 "F om �' lren�e S Hea r_ - } i d Zoning kJ i I;�:'or y Office of t i \\ LEASETAKE NOTICE THAT A F1NA1PECISION HAS BEEN REACHED ON THE FOLLOWING MATTER: t c' �' �''Title:- 4— A1-36:N.Miami Avenue Address: 4136 N. Miami Avenue Final Decision: Cl Approval O Approval with condition ❑ Denial PZ-18-299 03/25119 7 FINDINGS AND CONDITIONS: The subject proposal has been reviewed for the following Administrative Permit: • WAIVER, Pursuant to Article 3 Section 3.3.5, to allow for the proposed Building to match the Dominant Setback of the block and its context. • WAIVER, Pursuant to Article 7 Section 7.1.2.5(a)28 to allow for a ten percent (10%) reduction to the required parking. In reviewing this application the following findings have been made: FINDINGS: • It is found that the Zoning designation of this parcel is located within the General Urban Zone T4-L. • It is found that the legal representative, Ms. Lucia Dougherty, has provided a Letter of Intent requesting one (1) Waiver. The Waiver requested, pursuant to Article 3 Section 3.3.5, is to allow the proposed development to match the dominant Setback in the Block and its Context. • It is found that a Boundary Survey, signed and certified by Juan J. Bonfill #3179, is provided. Survey is dated June 6`h, 2014. • It is found that a Specific Purpose Survey, signed and certified by Juan J. Bonfill #3179, is provided. Specific Purpose Survey depicts abutting properties and properties within the block and context with building dispositions ranging from zero (0) feet setback to a five (5) feet Setback. : Exception- 4136 N. Miami Ave and 20 Nw 42 Attachment: 5691 Application and Supporting Documentation (5691 Packet Pg. 93 ! ��vC— - C�Yjf —7; rticie 4ble r `.• di Y 40741415'f Zoning. Comm• e Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk • FINAL DE is N7aiver\app(f3J'cation was referred to the Planning Department for ID S e Planning Department provided comments that confirm the comments ere generae�d on December 4, 2014. g ORpUBL►r 4O 7.1.c 0y ®TI:emu 3,:ctraten CE �� cw. a.t nu c-.ao De '<.• • from Ro J riguez and''Quirag ) PZ-18-299 9,�►' 03/25/19 REVIEW` 600 ce between the Applicants (Lucia Dougherty from Greenberg Traurig and MV Group USA), Architects (Chris Goertz, Ivan Bibas, Raul L. Rodrigues the Planning Director and the Zoning Administrator on October 17, 2014 to crev eve/ oning;comrientsio ermination was made that the Dominant Setback Waiver will be approved as tongasike Areade tj e facade does not encroach into the Right -of -Way. Additional determinations made �Or1'ng comments and are reflected on the Waiver Plans. are consistent Witty • `It•isafalri iiat•-the Lot Area equals 9,337 square feet (0.21 acre). • It is found that the existing Lot is vacant. • It is found that the project proposes the construction of a new Three -Story Mixed -Use Building. Uses consist of ground level Retail (General Commercial) and Office on the second and third floor. Both Uses are allowed by Right within this Transect Zone. • It is found that the proposed Lot Coverage equals 5,443 square feet (58%) and does not exceed the maximum allowable eighty percent (60%) for this Transact Zone. • It is found that the proposed Floor Area for this project equals 15,024 square feet. • It is found that the Building Facade, which is Arcade like, along the Principal and Secondary frontages, is set on the Base Building Line with proposed zero (0) foot Setback. Applicant seeks Dominant Setback Waiver to reduce the required ten (10) foot Setback at the Principal and Secondary Frontages. It is found that pursuant to Article 5 Section 5.4.1 and 5.4.2, the proposed Building meets all Building Disposition and Configuration requirements. • It is found that twenty-six (26) Parking Spaces are required for the proposed new construction of this site and twenty-four (24) parking are provided on -site. Pursuant to Article 7 Section 7.1.2.5(a) 28 a Waiver up to ten (10%) can be applied when there is practical difficulty of meeting any standard of a Transect Zone. A ten percent (10%) reduction to the required twenty-six (26) Parking Spaces allows for compliance with twenty-four (24) Parking Spaces. • It is found that all On -site Parking is located underground, below grade and does extend into the First Layer. Pursuant to Article 5 Section 5.4.4 (d) underground parking may extend into the first layer if it is fully underground and does not require raising the first -floor elevation of the First and Second Layers above the Sidewalk. Proposed First Floor is at Sidewalk Grade and complies. • It is found that the proposed ramp underground is located within the Second Layer and is Compliant. • It is found that that this project proposes Tandem Parking, which is encouraged in this Transect Zone pursuant to Article 5 Section 5.4.4 (f). 4L- Packet Pg. 94 1" � r �f �I ,.• t �, o`t1 oft at nee({ b'c c eQ ck is provided. Pursuant to Article 4 Table 4 one (1) bic .,tVGefit1 (2 .vehi blarparkirigspaces is required. Twenty-four (24) spaces are provided, on } 'S ii detf d ., o_(2-) bicycle racks are required. ' `i, • It is fo that the'.tiGreen Spa e,requirement of ten percent (10%) minimum of the Lot Area in the First ' . •., CLgyeriAnot met: T .is project hays a total of two hundred ninety-three (293) square feet (3%) located in the Third erEand zero Vpercentf .0 o) within the First Layer. Pursuant to Article 1 Definitions, Green Space must b free of impervi ussu - ces. The proposed Building Disposition having a zero (0) foot Setback and the Underground -Parking exuding beneath the First Layer inhibit the ability for this project to meet this ' -tom � -.. .!, - / / Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk /.; �;4( �j^� r requirement: , y' �1 �• It-is_found that) e -minimum pavement requirement within the First Layer in not compliant with one ' land—e7..d° erceni 100;of the pavement within the First Layer being impervious due to the Building Disposition having a zero (0) foot Setback and the Underground Parking extending beneath the First Layer. Pursuant to Article 5 Section 5.4.6 (b) impervious pavement shall be limited to forty percent (40%) of the paved area within the First Layer and up to fifty percent (50%) of the area for pervious or any combinations of pervious and impervious paved surfaces. FINAL DE *ORpUBLtr O. ,v 7.1.c 2. OTICE nv.msn Mwm.aveer me malyd'a ee Cry. Cox cm, 1M perm rate oa sate.\ REVIEW C°° • It is found that the Open Space requirement of fifteen percent (15%) minimum of the Lot Area is met with 1,694 square feet (18%). • Landscape Plan is provided and complies with Article 9 Landscape Standards for Lot Tree requirements. • It is found that the shrub requirement pursuant to Article 9 Section 9.5.6 is not met. No shrubs are listed on the Landscape Schedule. Landscape Schedule indicates trees and groundcover only. • It is found that the Street tree requirement pursuant to Article 9 Section 9.5.3 (b) is met. Three (3) Street Trees are provided along NW 42 Street. No Street Trees are provided along North Miami Avenue due to the difficulty of the proposed building being disposed along the Property Line. This is consistent with the block and context having a zero (0) foot Setback and a six (6) foot wide Right -of -Way. • It is found that there are no trees on site and that no tree mitigation is needed. • It is found that notices have been sent to all abutting property owners and registered associations. • It is found that no objections to the Waiver application have been received neither by abutting owners or homeowner associations. • It is found that with regard to the criteria set forth in Article 7, Section 7.2.3(a)(3) of the Miami 21 Code, the application has been reviewed and found sufficient. • It is found that only the deviation discussed in this Waiver is approved. Full compliance with all other Miami 21 Code requirements is still required. CONDITIONS: Packet Pg. 95 • I! nY �V Y • Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk FINAL DE ,k`..>Basedkb._ ftie:�aboyes inditl-gs,and tie considered advice of the officers and agencies consulted " 'pursuantitokthe efe encedsections of the Miami 21 Zoning Code, the subject application is ap tollowing condjtions s�ubJectgo,-the plans and supplementary materials submitted by the applic 5 witl.- the-`afficEx,ofieonmg at trine of the1building permit application: *ORPUBur . _ �o aQ x -Az 1il Pcrov;de-crorZeet;ons-to Opery-5pac� and Green Space calculations on Zoning Legend when submitting for the EN 1 Master�Building Permit.ilefer to toning notes on Sheet G0.01. -,Provided e,(1) additional Bicycle rack on -site when submitting for the Master Building Permit. i! - . Provide a'y8ardscape Detail Plan at ground level when submitting for the Master Building Permit. • P'ro.vide Deia o-roof-top planters when submitting for the Master Building Permit. • 7.1.c OTICE e wsrwain .„a.. xcn� Cc. .ary rn. wmt vOc m r rt. a et ma reccm-renlaw•cr a Ana ....on `e'- 9 25aaa RFVgEW CO • Provide a Landscape Plan that meets the shrub requirement pursuant to Article 9 Section 9.5.6 when submitting for the Master Building Permit. • Only the deviation discussed in this Waiver is approved. Full compliance with all other Miami 21 Zoning Code requirements is still required.sw2 • Pursuant to Article 7, Section 7.1.2.5(f), this Waiver shall be valid for a period of two (2) years during which a building permits or Certificate of Use must be obtained. A one-time extension, for a period not to exceed an additional year, may be obtained upon approval by the Zoning Administrator. NOTE: The Waiver approval is conditioned on a full review by the Office of Zoning at time of building permit application. Any substantial changes that arise may require a new Waiver. NOTICE The final decision of the Zoning Administrator may be appealed to the Planning, Zoning and Appeal Board by any aggrieved party, within fifteen (15) days of the date of issuance by filing a written appeal and appropriate fee with the Office of Hearing Boards, located at 444 SW 2"d Avenue, 3rd Floor, Miami, FL 33130 Telephone number (305) 416-2030. Signature: Jrene S. Hegedus oning Administrator Office of Zoning Date: � 21.15 Packet Pg. 96 4136 NORTH MIAMI AVENUE MIAM1, PLOR.IbA 33127 RODIUGU :z AND QuI1:OGA Akci Irmers CI IARTl. P L'.D 210R PONCE DE LEON 11(III.EVARD, CU1L41. (MULES, FLORIDA 3313•$ TELEPHONE: (303) 44 -7417 • PAX: (30.5) d•1S•2112 W W W.RUDRIGUG%ODIROGA.COM ---nrrountreptra a,ora,a nn•..VieCeenvrc�u Haslet m<ceya W,a Car, aty Tb .part�eo,virveabeem/•WM .,o Co. ir.yipp[.pr cum rornp neomi m aroam..owwmn ean. ..e,.v,bere ,eca,m.e.w,a.rwwaw+ PZ-18-299 03/25/19 e�Illa �G O FICIALDOCUMEN7 y�L Permit & ature: Date: (_ yr, l5 : Exception- 4136 N. Miami Ave and Cr) CD u-) 0 is c 0 0 0 t 0 a. Q. ctl 0 0 0 0 0) Ir) Attachment: (F a Pg. 124 Submitted into the public 0.+ASONH, WALL • t • Mill CUT •0.totte, f•h1170.77(7. 0.17:1- ta• r Ot • rtm.rEut.U1 4.1.371 I(•• C.•.•14'0. I wt.1.1<wA ‘7171rf ;PAC i NW 42 STREET .L' . i '•:....‘ . \-\:\ st./.1....w...7 ` • ....--_\. \\ A:—.. .•; ,.1 1 \ • t'k. .. • ' *-- ‘<•••••.:' ' \ NEW OFFICE BUILDING THREE STORIES, 40 FT HEIGHT VV/ UNDERGROUND PARKING (I LEVEL) CURS t:I I I tan • ..tEntACI: -„' 1 • . . ... ,, . ,-•,1 ....t;.v.U.). I ; REI-7711,11) a 1, • ,•• .1.• Q.......-0. :2..4.27_1._ .4 , • 1 ri.t..s.• 0.) ii: cry\ ' ,Q,'..-..'-vi::."•'-'1. • OFFICk. 01. z. ANIL G.. , __ , .•.7qi OF FirlAl., DOC UMEN 1 1 . ctpUBLI 44° 1,1 c ' ."' 1=1;1"Zerictinaa, - .... c.0.47 tt•••[..4444.47n ....•••••nh••••••••„0, •P'fr, ii,,,r!.,•"''.... 1.••• .1e 1.......,.,07:,,A TZ.khltittralg.7" PZ- 8-299'7=- o ---- ____--,„ 44-viEw cI' m Te s: • _ ot4 r .1136 NORTI I ?WA MI AVONUF /A1A1.41.1101.1,1, S.113 t i . 1 . . . 1.,..ANIKR i.-- . - ; - I,”:11,:l.I.: • (to ; 00. tx-Porl.mit /11//1..41 Sirinturc:_/ Drde: / 1•1' 9 SITE ,- -- TIiic 1%. R..' ''' ,?• .f.•..•, 1': I1' ,•, '•'1 n I Lit,.f; '• it ' ' - ,. ; — CO. r/T .1. 30.-11- 1:-..,;.-- ......,-....• -,......., Nn V um. ....1 oyur. aam• WY!, A0.0 1 7.1.c r—p, __tPg.121 I 1 A 1.1 -1.,42.444i44-041,61-,'50.20295.-14.4.4i.:4-5:431.4-5TA4.46242:ki • 1 . . 4 i I \ •1 I i \ 1. ' - • u ''..;\ S., •,,,i.k21 ,___L ••.1...:,e '. /4 ' • , i I •:;• I• 1.-- --- , • :15 11 14 tynarii4 E'L,...2.364A"ii. 14 20 Cone..,4 peor4 awkaeon ‘,4111.3 lot • ,vannp. accordarrie oretneL.1 icon 111 the CI, 01 Cr... .0,74-0,44turtica..„ .1144.4 446.44c/n at .he 4444c rex., owl rem. em. • .01rITM114.1 Of a nnit.iMgC,;". PZ-18-299=- ,„ .11i NOlt 111 MIAMI AVENUE. AllANIO. 1.,11,11, "IP 0 .;;;:e5Sii4C ,‘i HvIIENT 11-P'"" Stvature:/ • /fr PARKING LEVEL PLAN • A1.00 Attachment: 5691 Application and Supporting Documentation (5691 : Exooption'413G N. Miami Ave and Pg. 120 I 1.0 REORDERCAL I: 954-846-9399 RECYCLED PAPER \ Submitted into the public record for hem/d PZ.S . LEAD SHEET Process44 .j:D 0 7O!'O4"P1 Perrnit' - D o,r7o 0'0018dPOf Address# 4f3t /t/ Unit# ;�\ (s)wali ao4 p.ioDa.a agind aql mu! pali!wgns , I- , - 1 Qz 8 1 330 Cit of Miami c: ! Q-EitfILDIN DEPARTMENT PERAPPLICATION DEPARTMENT USE ONLY Process At: 60/5.. oas- 76,9 __ poi it - Total Due ‘. 3,5 i 11 0 1 .. 1 2 Permit #: lbc) IS - CD os9 cc) - oo 1 boo I '-,7.--• JOB.LOCATION .1315:77....:= ;PH :.'..'•-.-,:a': '''.':.' .1 :',::'---'75.N:.".:':6WNERLESSEE:INFOriimAtiori.;',C:r7-.i.;:.-;•:. Folio Number: Owner: Prl An rOf Vg Job Address: IT i 3 lo Os rt\ )c\ ro -FIN q Zip: lik1,4 Owner's Address: j) () D. Br)c ,i, iNv,? 5,,,1)1 ( Legal Address: e i tviN,K Phone: 3 0_5-- )15--- i05 I E-Mail: 41 7 (103 p pi,t0 40 Unit No: Lessee: A Commercial 0 Residential CI Dry Run Lessee Address: ' 0 Owner/Builder 0 Contractor 0 Lessee Phone: E-Mail: , .i.i.';-':',:•;A.5.'-'.: -.. CONTRACTOR ilkiFOR11aTitii.1":..i., ''''.it''''. :'.!0--'-';'''':,'77.!1:. '.1:'.GENERAY14ORtailitfkl-f-i,":3:W.7i'X'S.::''' Contractor's License/Registration No: C G. C. 1515q Proposed Use of Building: 'IVO ttn, (lin\ (.1-1 9 \A) Contractor's Social Security Number: Current Use: \I k\ LOA- \9— Qualifier's Name: rkA tAt\r\N \C All\ _... 1 Job Description: 3 ti+ttol - Kik y\t3 9 rem ltrf Company's Name: Rv\f a ivtivig.i, 0 iN DI New Construction Total Cost: Address: 1,:op er,t,wq (wt 1.. itc; New Construction Sq. Ft: 9 001) Lineal Ft: City: VY\ki; W\N State: t.., Zip: Remodeling Total Cost: ) 9-50 0 OD Phone: Remodeling Sq. Ft: j Lineal Ft: E-Mail: taw,' my (ic Iwo itli, A st p INA Units: Floors: 3 Height: Gallons: If this is related to another permit. you must provide : MASTER PERMIT NUMBER: :THRESHOLDINSPECTOR( .; - --' : , .:-. ; ' : '7--:.; ,•;''':.tioNDINGCO-IMPANY Name: Name: Address: Address: Phone: Phone: PERMITTYPE'',:;: :,i,.5:1/......::::-:':''':- ' . -...--r . • EiVGINEERIARCHITEerlkFORMATION 0 Building 0 Plumbing 0 LIMP Engineer's Name: 0 Mechanical/AC 0 Plumbing/Gas 0 Foundation Address: 0 Electrical LI Roofing Phone: E-Mail: 0 Landscaping 0 Sign Architect's Name: 0 Electrical 0 Roofing Address: 0 Fire 0 Mechanical Elevator Phone: E-Mail: ..:-.. - CHANGE TO-BXISTING'PERMIt . : .:::...P'- .,•'.::;',74-Z':':•:.,: - - ': BUILDING PERMIT:ONL,6,::7:,:?`"c.::•,;-::, 0 Change of Contractor (CR) 0 Change of Qualifier (CO) 0 Re-cenification of Plans (RC) 0 Plans revision (RV) 0 Completion Permit (CP) CI New Construction 0 Addition O General Repair/Remodeling 0 Misc. Building 0 Change of Occupancy 0 Demolition 0 Change of Use I understand that separate permits must be obtained for other items (i.e. electrical, plumbing. roofing. etc.), unless specifically covered by this permit. In signing this application, 1 am responsible for the supervision and completion of the construction in accordance with the plans and specifications and for compliance with all federal, state, and county laws applicable. Owner's Affidavit: I certify that all the forgoing information is correct. Owner Certifies that the aforementioned Contractor has the authorization to perform the work as specified above. Lessee's Affidavit: Lessee certifies that he has lull consent and authorization from owner of subject property to perform the above -mentioned workand to hire above captioned contractor. "4 ..1•••' I have read the s , •l'ation ntained in this per. ' ndaisweDI d that any misrepresen • ,.y c• stitules fra d an• • - liri IM‘arill.h.gllr V. 0, 2 --. AU O. . " yrmit. it ::. ure of OwnerA_essee . a i... Signature of Qualifier ii. /1 • ail A • me "X ": 7...• 2 74 .4 Ii. , o ZS Z at x , .._- .- .. e Print Name State of Florida, County of Miami -Dade Sworn to an-SU . S • rib, d .- ore this Day g t 'IL trap° X l'' tu':, i 0411. • • , iii,NI Print Name . State of Florida, County of Miami -Dade . • Sworn to .nd subsc 'bec,libefore me jhis Day of 1/1 la i V 20 1 Fri tfie, - IT of By TRIVAIEL Ai kerts,.-A By i fAl XIMII;(111,inp. (SEAL) / (SEAL) I= - or Produced Identification, Personally known or Produced Identificat ISMINEI Ez_son3:21LL.T.4-.12.._(, Type Identification Type of Identification produced of produced - .,, .:- . '-'. • k.-.''.',.' FOR BUILDING DEPARTMENT USE ONLY.f4z:, • '-',`.e,".•'i- - ,•,,,,7% l'7',.% .::.-., Job Code: Certificates Required: 0 C.O. 0 C.C. Plans: 0 Yes 0 No No. of Sheets: Tracking Required Application Received By Date Per it Authorize By Date 0 I BVIS414 Rev. 07/14 --, _fi1 .1 „ 0_ CU _C 0 CU 0 Lfl Ni 0 aJ 0 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Creensp000 MdrderLLP March 8, 2019 VIA ePLAN Mr. Francisco J. Garcia, Director Miami Riverside Center City of Miami Planning Department 444 SW 2 Avenue, 3rd Floor Miami, Florida 33130 William W. R 600 Brickell Ave Miami Direct Phone: Direct Fax: Email: w.riley@ Re: Exception to Permit an Emergent Pre -School and Kindergarten Property Addresses: 4136 N. Miami Avenue and 20 NW 42 Street FIRST AMENDED LETTER OF INTENT Dr. Mr. Garcia: The undersigned represents Perpetual Love 4128, LLC and Perpetual Love 4136, LLC, collectively doing business as Centner Academy (hereinafter referred to as the "Applicant"). By and through the attached public hearing application, the Applicant is seeking approval of an Exception to permit the conversion of a professional office building located at 4136 N. Miami Avenue into an emergent pre-school / kindergarten and to permit ancillary off-street parking on adjacent property located at 20 NW 42 Street. The proposed emergent school will serve to provide an educational program with a concentration on foreign language studies to children between 2 '/2 and 6 years of age — when children are most susceptible to learning multiple languages. The properties made subject to this application are adjoining sites that collectively comprises 0.38± acres of land located at the southwest corner of NW 42 Street and N. Miami Avenue.' The property located at 4136 N. Miami Avenue is designated "Low Density Restricted Commercial" and is located within the "T4-L" (General Urban Transect) zoning district. The adjoining site located at 20 NW 42 Street is designated Duplex Residential and is located with the "T3-L" (Sub -Urban Transect) zoning district. Pre -School and kindergarten uses are permitted within both the T3-L and T4-L zoning districts by Exception pursuant to Article 4, Table 3 of the Miami 21 Zoning Code (the "Land Development Code"). Approval of the application will result in the adaptive reuse of an existing but vacant professional office building at 4136 N. Miami 1 Copies of the legal description for each property are attached as Composite Exhibit "A". 1 Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 S Creenspoon MderLLP Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley pUBL►r .. Jr., PAGTIJC E EliEFEEM •'A\• 299 49EVIEW CC Avenue and the replacement of an previously abandoned commercial structure at 20 NW 42 Street with an ancillary parking lot with elements buffering existing residential uses from existing commercial uses, which are more fully depicted and described on the plans attached hereto. The existing three-story professional office building located at 4136 N. Miami Avenue, which is currently unoccupied and is the building that the Applicant is seeking to convert into an emergent pre-school and kindergarten (limited to first grade), was constructed pursuant to that Final Decision on a Waiver Application in File No. 2014-0117. That application included the following two approvals: (1) a waiver, pursuant to Article 3 Section 3.3.5, to allow for the proposed office building to match the dominant setback of the block and its context and (2) a waiver, pursuant to Article 7 Section 7.1.2.5(a) 28 to allow for a ten percent (10%) reduction to the required parking count with a tandem parking configuration contained with a subterranean garage. The proposed conversion seeks to utilize the building as it was constructed with minimal exterior enhancements and high -end, technologically advanced, interior improvements for a cutting -edge educational program. For instance, the existing subterranean parking garage will be reconfigured to provide for on -site vehicle queuing with an enclosed and secure drop-off and pick-up point adjacent to a subterranean elevator vestibule that will result in a truly urban preschool/school setting where the risk of vehicular conflicts with pedestrians, especially young children, are avoided by removing curbside embarkation points. Traffic flow on -site will be accommodated by a variety of enhancements, including electronic notification programing, onsite traffic attendants and staggered arrival and dismissal times as explained in more detail below. Additional enhancements to the building will include a secured and shaded rooftop play - and -learning deck, which will be the functional equivalent of a green -roof that will serve to mitigate the heat island effect but practically will serve to provide the children with a secure and safe outdoor area that is removed from residential areas where noise impact levels from children - at -play will be drastically reduced. In all, the existing building will be enhanced to accommodate the proposed use conversion but it will not be altered in either its exterior configuration or structural makeup. The addition of the previously abandoned commercial site at 20 NW 42 Street will serve to provide for additional parking and will function as a buffer, inclusive of landscaping and a boundary wall, from the residential community located to the west. Although located on N. Miami Avenue, the former office building is ideally situated for a pre-school that can be both easily accessed by area residents but does not emerge as an intrusion into those residential communities. At this location, N. Miami Avenue provides direct north - south access to Miami Shores, Lemon City, Buena Vista, Wynwood, Omni, Park West, Downtown and Brickell. East-West access to the Morningside and Liberty City communities can be directly accessed from NE 46 Street located three blocks north of the Property. The Julia 2 N 'rt z a) E z 0 n_ a) 0 X w 0) co Attachment: 5691 Application and Supporting Documentation GreenspoonMarder«o Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ 'Jr., PaNeTICE R314 -299 c9A/125/1 g// Tuttle Causeway and Interstate 95 can also be conveniently accessed via 195 by on -ramps located three blocks south of the Property. The application is consistent with the Goals, Policies and objectives of the Miami Comprehensive Neighborhood Plan ("MCNP") Future Land Use Plan Map ("FLUM"). As set forth above, the property located at 4136 N. Miami Avenue is designated "Low Density Restricted Commercial." Areas designated as "Low Density Restricted Commercial" allow various residential and commercial uses, including educational facilities as proposed in the attached application. The property located at 20 NW 42 Street is designated "Duplex Residential" and, like the foregoing designation, this category also provides: "Places of worship, primary and secondary schools, child day care centers and adult day care centers are permissible in suitable locations within duplex residential areas. For the reasons set forth herein, including the previous uses of the properties and the improvements depicted in the plans attached hereto, we respectfully submit that an emergent pre-school and kindergarten is a suitable use within this location. The application complies with the Miami 21 Zoning Code (the "Land Development Code"). Pursuant to Article 4, Table 3 of the Development Code, educational uses inclusive of pre-schools, elementary schools, middle schools and high schools are permitted in the T3-L and T4-L zoning districts by exception. The proposed use as an emergent pre-school and kindergarten with an educational program that concentrates on foreign language studies is ideally suited for this area. The proposed use will be located on a major arterial roadway providing both north -south and east -west access points to major areas of employment as well as a variety of residential communities that range from high density to low density areas — whereby young families can conveniently access an innovative educational program within blocks of their homes or places of employment. The principal building is also ideally located for the proposed use where it abuts a similarly zoned T4-L district to the north, across NW 42 Street and is contiguous to a higher intensity district, T5-O, to the south. The T3 communities in the area are removed from the Property by N. Miami Avenue, NW 42 Street and the now abandoned commercial site located directly west of the building and proposed for ancillary parking. The Building Use Program. As depicted and described on the plans submitted in conjunction with this application, as prepared by Luce Architects, the proposed building use program seeks to convert the existing three-story vacant building, roof terrace, and underground parking into a truly unique and cutting -edge educational experience for pre-school and kindergarten children (the "Building Use Program"). Apart from improvements to the interior and rooftop components, the building (including driveways and access points) will remain unchanged by the proposed conversion. 3 Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 pUBLwr .. reenspoonMarder„o Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R. 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ J ., PaATICE ,9 3 2-2 99 •A • �RFVIEW CO' The Building Use Program will provide approximately 7,208 square feet of classroom space situated in twelve classrooms and 5,417± square feet of outdoor space. Vehicular circulation will be provided on -site through the existing driveway located at the southwest corner of the property, which leads to a subterranean garage where a designated drop-off area will be provided in an enclosed and secure area with an elevator vestibule that provides internal access to the upper floors. Supervised outdoor recreational areas will be provided both on the ground level and the rooftop through a green rooftop terrace programs that repurposes the originally contemplated active rooftop venue made a part of the original building design. The green rooftop recreational concept will provide over four thousand (4,000) square feet of outdoor recreational space, will serve to mitigate the heat island effect and will provide children with a safe and serene area to play, learn to plant a garden, and engage in other educational and recreational activities intended to enhance their overall development. As shown on the plans and stated above, the adjoining site at 20 NW 42 Street will be improved with ancillary parking. The Educational Program. Centner Academy is devoted to assisting young children develop a high level of thinking, listening, speaking, reading and writing proficiency in Mandarin, Spanish and English while also acquiring awareness of and empathy for other cultures. The curriculum developed by Centner Academy complements language acquisition with involvement in world issues, local associations and contact with a broad diversity of school guests. Mandarin will be used daily to provide content without repetition or translation in English or Spanish, and all three languages together present the full curriculum content. Compliance with Article 4, Table 3 of the Miami 21 Code; Article XA, Section 33- 151 of the Miami -Dade County Code of Ordinances and Operational Conditions. As demonstrated below, the requested Exception complies with the evaluation criterion set forth in Article 4, Table 3 of the Miami 21 Code and Article XA, Section 33-151 of the Miami -Dade County Code of Ordinances. 1. In compliance with the Exception requirements to operate a Pre -School, the Applicant has submitted to Miami -Dade County Public Works Department a traffic analysis and operational plan which was prepared by Traf Tech Inc. 2. The scale of the proposed nonpublic surrounding areas and related uses. existing building on the Property alterations. The site will maintain the with adjacent properties. 4 educational facility is compatible with the The Applicant proposes the reuse of an with non -material interior and exterior same buffers, setbacks, and visual relation 0) N V z N E z M 717 0. 0 X w Cr) 0 c) E 0 0 c 0 0 c 0 4' 0 0. 0. m 0 Creeospoon Md[derLLP Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R 600 Brickell Ave Miami Direct Phone. Direct Fax: Email: w.riley@ Jr., PNk}OrTICE . 529� 3. As explained above, the Applicant is reusing an existing building therefore the design of the nonpublic educational facility is compatible with the design of the surrounding area. The intensity of the use is addressed by the Applicant in its provision for staggered arrival and dismissal times with regards to the prospective student population. As further described in the traffic analysis simultaneously submitted with this application, operational initiatives, such as staggered arrival and dismissal times will eliminate any potential traffic conflicts or incompatibility of the use on the site. 4. Buffers to existing residential uses will improve. While the proposed alterations to the principal building are limited to interior changes and improvement to an existing roof terrace, the inclusion of 20 NW 42 Street as an ancillary parking lot with additional landscaping buffers and wall separation from existing residential uses will enhance the degree of buffering from what currently exists. Additionally, the Applicant will ensure that any buffering or noise attenuation improvements required by Code will be implemented. 5. In compliance with Chapter 18A of the Miami -Dade County Code, the Applicant is not proposing to remove any existing trees or in any way alter the landscaping currently present at the property. To the contrary, the amount of landscaping will increase. 6. The Applicant has submitted a traffic analysis prepared by Traf Tech Inc. which provides a stacking area for the drop-off and pick-up of children. The number of stacking and parking spaces proposed are in accordance with Section 33-151 of the Miami -Dade County Code and the traffic analysis has been reviewed by the County's Public Works Traffic Engineering Division. 7 The project as proposed, including the play area on the roof terrace, is internalized to the Property and cannot be viewed from the Right of Way or abutting properties. The service areas of the proposed school will not interfere with the livability of the nearby residential properties. 8. As further described in the plans provided in support of the Exception application, the provided parking is contained in an existing subterranean garage and the adjoining abandoned commercial site. The parking provided satisfies code requirements and will not interfere with the livability of the nearby residential properties. 5 Packet, 11. The Future Land Use designation and zoning classification for the properties allow for the proposed use. The Property is designated "Low Density Restricted Commercial" and "Duplex Residential" on the Future Land Use Map, which among other thigs, permits "primary and secondary schools." The properties are located within the City of Miami's T3-L and T4-L zoning districts and pursuant to Article 4, Table 3 of the Miami 21 Zoning Code, each are eligible for a Pre- School/School through the Exception process. 12. The total size of the Property is approximately 0.38 acres. 13. The proposed educational facility will serve a maximum of 195 student stations. 14. There will be a maximum of 13 teachers and administrative personnel on -site at any given time. 15. The Applicant is proposing 12 classrooms with a total of 7,038± square feet of classroom space. 16. The Applicant is proposing approximately 6,227± square feet of non -classroom space. This calculation does not include the subterranean parking or roof terrace square footage. 17. The Applicant is proposing 5,314± square feet of recreational space. 18. The proposed plans, which have been submitted simultaneously with the Exception application, provide for onsite parking spaces in compliance with the requirements of Section 33-124(1) of the Miami -Dade County Code of 6 Greenspoon M&derLLP Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ �Q�ORpUBL► ��, O, 42- a Q,Jr., PliCATICE `i�f'A": rug-- �q Tif 5/ 99 **VIEW GOtt% 9. The proposed hours of operation are from 7:00 am to 6:00 pm, Monday to Friday, and will not significantly impact the nearby residential neighborhood in a negative manner. V) e7 z 0 N 10. The Building Use Program as proposed, including the stacking and recreational areas, are internalized within the property. As previously mentioned, there will be recreational space on the current roof terrace and the existing building already provides for subterranean parking. Furthermore, the entrance to the subterranean z parking area is walled off from abutting properties, thereby minimizing any visual or acoustical effects from the property. The adjoining surface parking lot will be reserved for school faculty members. o Q U X w Attachment: 5691 Application and Supporting Documentation (5691 ;Packet Pg. GreenspoonMarder«o Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley �0pUBL�r .. o QQ z ,'Jr., P&4GTICE -299 5/19 REVIEW CO' z educational facility. 19. The proposed educational facility will serve children between the ages of 2 '/2 and 6. E 20. The days and hours of operation for the proposed educational facility will be Monday -Friday from 7:O0am to 6:00pm. z M 21. The Applicant will ensure that the proposed educational facility complies with the requirements of the Miami -Dade County Fire Department, Miami -Dade County o Department of Public Health, the Department of Health and Rehabilitative a Services, and any applicable federal guidelines. w 22. To the extent required, if any, the Applicant will participate within the Design District Parking Trust Fund. Additionally, the Applicant commits to implement operational management practices including, but not limited to, the following: E A. Staggered Arrival and Dismissal Times The Applicant will have three different arrival and dismissal times which will be separated by at least 45 minutes in order to minimize the overlapping of trips between shifts. o Currently, the planned student arrival and dismissal times are as follows: (1) First Shift (67 Q students) will operate from 7:00 am to 1:00 pm; (2) Second Shift (68 students) will operate from cn 7:45 am to 2:15 pm and (3) Third Shift (70 students) will operate from 8:30 am to 3:00 pm. 1. On -Site Traffic Flow U Given the proposed pick-up and drop-off flow in the subterranean parking level, as a depicted on the proposed plan, on -site accumulation is projected to occur within the boundaries Ordinances. There are no transportation vehicles associated with the proposed of the Property. The site can accommodate approximately ten parked vehicles on the underground parking level, approximately eight vehicles in queue in the underground parking level, and approximately four vehicles in queue in the driveway, totaling an on -site vehicle 0 accumulation capacity of approximately twenty-two vehicles. The vehicle accumulation study 5 conducted by Traf Tech Engineering, Inc., which is attached hereto, noted that during the PM peak period, 70 students (taking the shift with the highest number of students) would account for Q approximately 13 vehicles, either parked or in queue. The Property can accommodate 7 .'Packet`: Greenspoon Harder. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ 0apUBLtr,_ �o a. Jr., PN&TICE " 33-299 5/19 VlEw C0 approximately twenty-two vehicles on -site and can therefore contain all vehicular stacking on site. Traffic circulation attendants at the entrance of the underground garage, as well as inside the underground garage, will aid with the traffic flow on site. These professionals will be tasked with ensuring that vehicles are moving through the Property at an appropriate pace. These operational controls will serve to streamline the arrival and departure of motor vehicles to and from the Property, thereby limiting the effect of the Building Use Program on the surrounding areas and roadways. Conclusion Based on the foregoing and the reports and documents made a part of the application, we respectfully submit that the proposed Building Use Program is consistent with the City of Miami Neighborhood Comprehensive Plan, the Miami 21 Zoning Code, Miami -Dade County Code and compatible to the surrounding area. Thank you for your consideration of this application and, as always, if you have any questions concerning the foregoing or the attachments, please do not hesitate to contact me at 786.282.9899. Greenspoon Mar ter, LLP By: 8 Wi1Jm W. Riley, Jr., Esq., a Partner acketl GreenspoonHarder. STATE OF FLORIDA COUNTY OF MIAMI-DADE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. Ri 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ I hereby certify on this W day of WiCK) , 2019 before me personally appeared Lifit: 'r'1 U 2,14 , to 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 mentioned. Y COMMISSION EXPIRES: A-4-> ';.; ISABEL DEL BUSTO . ,• Notary Public — State of Florida P Commission # GG 172797 4a ,n R N i My Comm Expires Feb 5. 2022 .`,".,! :.. bonded through Ndliunul Nulury Assn 9 : Exception- 4136 N. Miami Ave and 20 Nw 42 S Attachment: 5691 Application and Supporting Documentation (5691 Miami -Dade Official Records - Print Document Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk EXHIBIT "A" LEGAL DESCRIPTION CFN: 2018041482 a. Q PZ-18-299 03/25/19 *0. pUBur,- 4', • OK31NOTICE Canwecona:a.,e....„e< mrunget evens w.e.w„a 21 rd. n. Co. at, m$ ea.a socer,mined of me ece me sac.eaoc.M,w.v 474. 4. W 0 The North 44 feet of Lots 23 and 24, and the North 50.00 feet of the South 100.00 feet of Lots 23 and 24, Block 5, BUENA VISTA HEIGHTS ADDITION, according to the plat thereof as recorded In Plat Book 3, at page 22, of the Public Records of Miami -Dade County, Florida, less the East 10.00 feet of the North 44.00 feet of sald Lot 24, and Tess that part of Lot 24 which Iles within the external area formed by a 15,00 radius arc, concave to the Southwest, tangent to the North line of Lot 24 and tangent to a line 10.00 feet West of and parallel to the East line of said Lot 24; and Less and except that parcel conveyed to the City of Miami by Right -of -Way Deed recorded November 4, 2016 in Official Records Book 30296, Page 3465. AND Lot 22 and the South 50 feet of Lots 23 and 24, less the East 10 feet of the South 50 feet of said Lot 24, in Block 5, of AMENDED PLAT BUENA VISTA HEIGUTS ADDITION TO 1 tir. CITY OF MIAMI, FLORIDA, according to the Plat thereof, as recorded in Plat Book 3, Page 22, of the Public Records of Miami -Dade County, Florida Parcel Identification Number: 01-3124-020-1020 & 01-3124-020-1030 0) 0 C 0 O t7 0 O. 0. rn r 0 0 0 Q 6) Lr'i 0 E t) r3 a+ Q https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry3N0aP1; `rac ( TO la.101(1)114 CALI, 954-S46-9399 RECYCLED PAPER Submitted into the public record for hem/d PZ-5 . on 10/34/3019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PLAN-NING DEPARTMENT CHI'I;`DCARE CHECKLIST SCHOOL NAME. _ . entner Acadgrny 'S COMMISSION DISTRICT: APPLICANT: Perpetual Love 4128 LLC & Perpetual Love 4136 LLC PHONE: 786-282-9899 EMAIL: ~ : FOLIO(S): 01-3124-020-1040 & 01-3124-020-1020 SITE/SCHOOL ADDRESS: 4136 N Miarni Pvenue & 20 NW 42 Street ZONED: T3-L & T4-L NOTICE Ci+4eain .Ne+. mom gote-ne. mnrrarn Mn Nam 21 Jed.. fe Grp aee my lln inrw fedcaeo...v reed v R'64.1 1 L�<ne+'W nxisrce •r Wu, nP _ix tn. nrxl,K .nrav�_b , .Pe nlrwNmrev.. PZ-18-299 03/25/1 z3d*�ttA::-mTv* kz'fm 'Em'v lt'v22t-.S+'k�?Yix'�5. i S.:2LP ior.'�r'�rg.gMezi Kit REQUEST: Exception to permit a pie -school and elementary 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: x = 16,572 / 43,560 sq. ft. = 2.62 3. Number of children or students requested: 195 Ages: 2 to 6 4. Number of teachers: 5. Number of Classrooms: 12 Number of administrative & clerical personnel: 12 acres 1 Total square footage of classroom area: 7'038 sq ft 6. Total square footage of non -classroom area (office, bathrooms, kitchens, closets): 13,532 sq ft 7, Amount of outdoor recreation/play area in square footage: 5,314 sq ft 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: none 9. Number of parking spaces provided for staff, visitors and transportation vehicles: parking spaces provided 17 parking spaces required by Section 33-124 (L) of the Miami -Dade County Code 13 10. Indicate the number of auto stacking spaces: 7 provided 5 required Auto stocking. 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): Existing 50' 12. Size of identification sign: x = 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 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk µPUBL►r• ,. O,4O a. 13. Days and hours of operation: Monday thru Friday 6:30 am to 6:30pm sue' '9,t 14. Does the subject facility share the site with other facilities? Yes X N. RFt"IEW GO° T i 4t?s'2'Y 02 NOTICE o..n,i+aw:n roconoomvwr C( .. 21 ewv re Cone Orh , ornu,W�c,eon..u.14 O. orea n,nry :,vane von bro.., set iao r m Cace .cc.o. aececn. nalu9 pqy to mom XO%otn cype,rvq^re,�r -18-299 �N3/25/19 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? ID 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 195 (number of children) = 6,825 sq. ft. of classroom area required. b. Elementary (Grades 1-6) 30 sq. ft. x (number of children) = sq. ft. of classroom area required. c. Junior High and Senior High (Grades 7 — 12) 25 sq. ft. x (number of children) = sq. ft. of classroom area required. TOTAL SQUARE FOOTAGE OF CLASSROOM AREA REQUIRED: 6,825 TOTAL SQUARE FOOTAGE OF CLASSROOM AREA PROVIDED: 7,038 OUTDOOR RECREATION SPACE: a. Day Nursery/Kindergarten, preschool and after -school care 45 sq. ft. x 97.5 (1/2 number of children) = 4,387.50 sq. ft. of recreation space required. b. Elementary (Grades 1-6) 500 sq. ft. x _(first 30 children) _ 300 sq. ft. x (remaining children) = c. Junior High and Senior High (Grades 7 — 12) 800 sq. ft. x _(first 30 children) = 300 sq. ft. x _(next 300 children) _ 150 sq. ft. x (remaining children) = sq. ft. of recreation space required. sq. ft. of recreation space required. 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: 4,387.50 sq ft . TOTAL SQUARE FOOTAGE OF OUTDOOR RECREATION SPACE PROVIDED: 5,314 sq ft Child Care Check List Page 2 of 3 z 0 N .a c tts Q E z M M 0 0 aU 0 X W rn 0 0 m E 0 0 0> t 0 0 0 a c 0 0 0. 0 0 E 0 tC Q Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk LANDSCAPING: See Section 33-151(g) of the Miami -Dade County Code and Article 9 of Miami a. 28 trees minimum are required per net acre. Trees required: 6 Trees provided: b. Ten shrubs min are required for each tree required. Shrubs required 60 Shrubs provided c. Grass area for organized sports/play area in square feet: N/A cipUBU►e ,*"O Jo a Q d. Lawn area in square feet (exclusive of organized sports/play 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. N/A NOTICE CeereMnaelfeeee.,nc,ee Rent sprout", neernere Weer n 2l v>ea Gee CS ore, m.o Wineatuaeax,w reed tewm oea..wa ee:osrss wen were wm s .•.Cede rM mcxu Secson•rre,Ceery.a Is. apse PZ-18-299 REVIEW C00 ... ..e �.-eea. d""r •' '�';°e� tr"�.3r.1'`�A'�..<tL�r'-rr}�i''vy2.e�'rt'f::; School Address: 4136 N. Miami Avenue & 20 NW 42 Street Zip: 33127 THE INFORMATION ABOVE 15 COMPLETE AND IS CORRECT TO THE BEST OF MY KNOWLEDGE. Signed, sealed, executed and acknowledged on this WIT STATE OF FLORIDA COUNTY OF MIAMI-DADE Signature 6M( no 97- CC -A day of -arch at Miami, Florida. I hereby certify that on this day of P4CirCh , 2v/9 before me personally appeared , to me known to be the person described in and who execute 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 MMISSION EXPIRES: ••";.;::;'';. ISABEL DEL BUSTO ' : Notary Public - Slate of Florida Commission q GG 1127E17 .0 �:: My Comm. Expires Feb 5. 2022 ", ,,,, ." 8cnded Ihtouyh National Wary Assn Child Care Check List Page 3 of 3 Attachment: 5691 Application and Supporting Documentation Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-8469399 RECYCLED PAPER 9£ '6d iaVed MAP_OF BOUNDARY SURVEY ------ - -- -- ------ -- NORTH scoLi: )N_30' NW 42ND STREET ROMP." PAR.., 1'1 ONLINE — • p10s5 01w 0(95( 0 • N90'00'00'E 50.00' 6 ONE STORY CBS RES. 0 20 POOR • C0N0°r;O6 DOW oar cri T ASPIUII PAVEMENT PORDONOF a STIJRY C05 COA(MERGAL RICHER wERwaMOOR IC LOrt.eLOCN. IJ r55 56W. YAWS e0 N90'00^00'E50.00' el °EN5 01 REMNNOLR OF LOT 23 BLOCK 5 CI N90-00'0TE 100 00' J REMAINDER M tOT 2r 9lOCR 5 J- 10.00 01 NE 42N0 STREET LEGAL DESSCIPTION (20 NE 42 S'I) )(PORTION OF): 1.u1 22 and the South 50 fool Or LAMS 27 and 24, Ic.s the ELM 10 fort of the Sunlll 511 feel of Said Lot 24. in Block 5, Of AMF.NDI:D PLAT BUENA VISTA IIE:I(:II'I'S ADDITION TO TIIE [ITS' OF MIAMI, FLORIDA, according to lie rIMI thereof, ar reeordad in fish Bunk a 1'R•0 " 2, of the Public Records 01' Mi6R11-Itade County. 0 hoods. AU IHINTIC COPIES Of 1H15 SUR KY SHALL BEAR TIIC ORIGINAL 51CNA f3Nf AND RA15C0 SEAL 0f 111E A IIE510tC RC CIS TERM SURKYOR ANTI MAPPER Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk LEGEND ABBREVIATIONS: •• RE on ANCL AC• MR RONmnµ rN PM S CR OROWARR CORM, RIGOR. BM ▪ a MNRII YANA L•CUC[aOm5 IN NRTE CR A SIu<CO (() • CAIc CRC - DAB * A CUTTER Ctl - ouN LINK ( CIA - COLUMN Ut • AC( EASIMINI 0.4.( • MAMA. A 4NNI(NANCf f/uaf•1 0/W • OR1V(WAY LD - (MURIc 9a. + INCNnAI.N4CN1 1001 O Aw41ryT ON mCE °r RIM NOIT PP, (NO (IN) tip • rooms IRON Ron (ND a) rN • ram° NAA (No R) rPL - MU I. POYAR A MUM N NSfPAU LI • 1*000 L'APL CASIMIR/ t Mr • t Imoilf.NRC EASEMENT (If) - 40AS00001a(0 Yca - WW1 -DAD( COYN1• RECORDS uN • NAN NOL WLNI LINO IP)_%AT Pc Po- ✓CP • r(x0(005, N OMINO I.ORI ✓1 • IOLAPMINI Pall :.« • PONT Cr wTrastcoon • PLANTER POO 00.1 O UCCNN. poc PUNT O C110050(u(MI • P100 O NI SIRS( CLNIWL. Rt U• 0.0µfN1 GEFERINC1 1(00sIll • PORT or Muryc• (x) •US OCL SIAN RNC0?- RW . On -Of -RAY Rs - RR v MORNRC rye. sNu - cal L""" sax• swoonL ML LAG MY NI...11 MA • wawYNNCE B306 MILLS DRIVE SUITE 14 Tal: 305.767. VI NV . au rvey-p PROPERTY ADDRESS: )N 4,641 Avf.f. WADI ft ) 20 NI AINO 5114((I, WW,.It 3312/ LEGAL DESCRIPTION (4136 N. MIAMI AVE), Parcel two: TAR North 44 Mt of LODE 22 and 24, and IRa North 60.00 feel of dte South 100.00 foal of Lob 23 and 24. Blocs 6, BUENA VISTA HEIGHTS A001TION, according to the Plat th0reof as recorded In Plat Book 0, al pogo 22, of the Public Records of Miami -Dade County, FIOro4, less o,0 East 10.00 foal o/ Ow No. M.00 Most of Bald Lot 24, and bsa that part o1 Lot 24 which Ile• within the eatomal area formed bye 16.00 radius ere. concave (0 dte Southwest, tangent to ow North 1100 of Lot 24 ROd (n90n1 a s Ilne 10.00 MI WMt of Rod parallel to the East line of said lot 24. SYMBOLS: (7) I(LFPHOH( mSf. O •• CABLE TV RISER N . WAI1N WIEN R 000 • ELEVATION (001 N Orn01NAl 101 D,SIANC( CENTaAI ANGIE Q • CfnrcR 11Nr • PA11R VALVI • MAW S(LE 1 • FIRE 1110RAN1 ^ • L1CN1 Par . CATCH BASS( PO, • UTILITY POLEA 40 • 0RNNACC NNO,F (S) • SM. MARROLI' — m0H (CNC( - — • WOOD TENCE - -- CHAIN INN HNC( • OVERHEAD UTILITY WIRE ASPHALT CONCOCT( PAVERS IRLS COVEN FLOOD ZONE INFORMATION: BASC0 ON THE FLOOD mSURANC( RATE MAP Of THE mum 0401C(NCY MASAI:(MLNI AGENCY WARD 1m 09/11/00 µ0 IND(A MAP RE.510 ON DI/11/09 INC 000(00ALLY 0INC1c0 RY110Ne(S) SHO0M O1 Uus MAP or Swv(• 1S w1Hm /OM E BASE f1000 (LEVAN. N/R COY4UM11 NAME A WARIER Mbb,... 0L50 MAP A PANEL HwB(R (2 eA WOMB L. SURVEYOR'S NOTES: ELEVA11a35 WNEN Sr10WN RREFER 10 1929 NAIONAL Ot001.l,0 v(RIA'AL DAIS( (NOM 192S) 2. N0 A'I(MPI WAS MAO( TO LOCATE r001INOS/rWOI NUARS. OR ON0(RCRO(m0 U IIU IRS00,CSS 0101:x*S(1/0 LANDS Sr1010. NUILO. OATHS, Of ml(m SINE110* 0000 5O(I00 r So. AS CASf4(N1S. R0CN150,WA1S. RESERVAMNS, (IC. DNt1 PLATT(0 (ASr4IN1S M( SNO. Dry SURVEY WAS PREPAR(0 TOM AHD CLRNn(D 10 INC PµIY(ICS) INOCA1(D HOKUM AN0 IS NOI aµNEnA9LL Ok A0W*IN ONAMLL 001 WN0UNDN 0SENI Of . 5'•A BWNOMY MART mOCAf0R5 SC, ME STAMPED ON 6023 6 INC BWNOARY MMOS C5IA9L15NC0 ON Iw5 SURVEY MC RASED ON Nd L(CAL 0(SCRIPII. PROVIDER 01 INC COW ON 115 RCNMLSCNIAUVC 'NC( 0.015NIDP IS N01 ICNMSNSO 0O1,ONS OR (LEIONS 10 U, SURVEY MAP AND/DR R(PIw1 BY S(WIOK OINCR INAN Irk MCNNc PANIIR(5) 15 PNOw&It0 WNW! YMII(N CORMNI O INC .CrANC PARTY0(5) S. 6fMNC5 .01 SNOwf MC TO MI MS00f0 0R' (OAN THE C(NI[Rt1NE RW 0f 4N0 STREET N00AS BEEN ASACNt0 A 9CMINC O N90'00'00'C. CERTIFIED TO: PLRPCTUAL LOVL 4120. LLC SURVEYOR'S CERTIFICATE: . CLAW Y 1 A Aoi N/RAAY 15 1 CORRECT 10 INL 0(SI Of MY NNMWCOCC A U 6(L,0r AS uNwnnl AND DRAWN MOO« Y METH 1 n,'et INC fl A STAR O 0 Or SWn5ol0, OAI0O MAPPERS IN CHAPTER 131'll !LIORIDASAOW,00I0,IILE CIANDARDS MI OOL PURSUANT 10 StC1NN AU 01n1 MAMMA STAINS • It j. • NICOLAS 0E6 KNTO PR0f0S51UNAL SUNKYOR 0 MAPPER SIA If 0f 9LON10A LTC. A 694E 041E Of !CO WORN: 09/T2/le A0007 10092429 DRAWN 0, MCW CAD far. PC'RPlIUA) LIEEr 10l 1 Attachment: 5691 Exhibit A (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 St) Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ( / Submitted into the public record for hem(s) PZ.S . on 10/24/2019 , City Clerk (. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 ( ! Submitted into the public record for bpmb> PZ.5 . Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-S4G-9399 11 GENERAL NOTES • • 7 ' • :7: 7—•:• • . .7 ." — _ — • ••••••••-7'•:••';'••••:•• •'• •••:.:-." • ................ .y.,••-...••- 1_ ••-...--- . • • .................. —T7 .....—._ •..17.— • • •• •••• .••• ••• • • •••• .•••••• •••••• ••• •••• ••••• •• •• •••••• •••• • •Y •••• •• ••• •• ••••• ••••• ••••••• •• ••• • •• • •.•.••••••• ••••• ••• •••• •••• -.1.1 • ••••• •• • 47:4: • : • — • " • • • • • -7-..:47".•••••:•:.V.: — . .•••_:: 7." PROJECT NARRATIVE DET'OLITION OE EXIST:NG INTERIOR NON GEARNG :.,,.. L5 WITHIN AN Ex:STNG 5 STORY CaTMERCIAL EL:LDNET' PROJECT DIRECTORY MATER CONSTROCIIGN MANAGER ARCHITECTURE .. ANDREA D.4LE5510 LLICE ARC.EirEcTs 'El 2646; Er. -A, ST: 9EeERRT ROAD E ARBEC RIC LATSORO P A °240 ,EL T2152 614.5850 CODE CONFORMANCE NOTES DESCRIER:0m E4TSTA452 TLREE. STORE 547LDTNG WIT+ ONE LEN.. OF LATOEIRORTDANL A'ATEACTNe AND EloCF TERRACE APPLICABLE COOES. MI TLCRTCA rALPATG ECCE • 5575555, 50T054 ATHA EralT ALTRISDICTIERT COT DE Hurl EL8s08 CONSTRuCTIoN TYPE T205 :: . e CdE515.020, SQUARE FOOTAGES G0055 4459020M USE TRIDEALACTALD REIRRACT: TER SE GItCvECT FLOOR. 2A:15. logs 31 1 3S. SI MCCREA FLOOR 52214SE 3174 5G • :5 .85 THIRD iLoOR SOS! SE ) STE SF • :5 . GO toll, Te SIC SF Im:26 5. ROCA TERRACE: Ace 5, PLUIREG ;NITRE [CAWS PILLOW. FIRTURE CotNES L.:ATER c_05ETS 4 AER Se 9Os5KTRLS /CC T 1 • TAL BOT 5 Lee eiR. 5 540ATORES T REV 522 150T STENR5 REOARECT 1 14155 eTC5ETSN4v453RIE5 COT 5 2 LATER CLG5ETS,LAvalmES emit. 5 re0v0EC 1 54T7R CLC5EISE AvATORES eCIS T NATER CLOSE T St ALATORIES GIRLS ABBREVIATIONS ..,...,. ..... .. .....1:.:,..,„ ....:.. .....=:,...z... -,. rm.: IVa.4 4. ••• k 4 re, 17.c., ,.,,, ::',.. :.':',.:,:::::::.'" .",:' ' =11 ;•.";1, :',". :::;!,•%... .. ..... ..., ,... ,-.; .... ,,,. ,,,,,.. ., .... ...... ,:,:.., ... ',:':.,. :::',..".•.., 1,111/ 4 ..' • 3:::;,.. t,... ...... ..M. l.J... , .0, . ..:::••••12.,. ,..,, , • 1.•.. t lip, ot.,• ull ao ... • f.kaybk41., .Z. :',•''.::41' 1 ',.. ,... t 11. It ,., 'eV,' •...il .4.1 ::;:. ,.. 4....,“...;:bora :1,.. ',.•," " :=S:',11., .0 .•;1••• rsiTo"4....." L ..14 I+ .. • ...' .., i,..“ t :;-.,,,g- •......... " ,,...., e. ... *lc. ....... . nt...'i 7 .• Vi.::' .0 e.. ... o ... :1';':.•,. '.: .... :)...:',.." . Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk INDEX OF DRAWINGS LIKE ARC44115C16 T5 T. RILE EKE, . ARATER CHILOcARE 040045,755 A100 SITE PCAN AIDA 1 LCNER TENET. PARKING LEVEL PLAN WO I GRO.NO FLOOR PLAN ATM SECOND FLOOR PLAN A203 i THIRD FLOOR PLAN 4704 1 ROCA PLAN 23100 extiTki. esuutitii, EEEVATICNi- A>sx ExISTING &ALONG RELATIONS Chnstop Digitally signed by Christopher J 'Luce -DAW.2019.05.08 Luce 16:45:42 -0400' her J ISSUE DATES ISSUED FOR ZONING EXCEPTION: ISSuED FOR CON5550CTI034 LATEST REVISICTI DATE: RE VISION # 5/SAS 10/79A8 5/SAS Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PLAP4NING DEPARTMENT 1.67•031.016: Set Semen .13.1$1111 of the PAPanW0a. Coontr(oplo owl.. el Mum. 11 13 Oat. ow ht o1 *wpm Mon. ow , own /Ma,* 30.10 6 AV. •..,:..,;:o.. CREcKLis, 21.. noon... we loonowl n•1 We. ccccc _11__1•••• IP 00. 1.. logo. ..... 11, whe woh eeeee 1001.11 601.0111040111110: ret.P. town ...Pt wont. optp..1y1o, wk. lawNia Wm.,. how. el a.... man ton 0.4. www• Pow.. ewn liet P.n.. Shwas ....1 Shown, 004.414 owno...1 7 Or . OPP Naas owpownt Po Seth. 11•1,1 hiponw.0a. tow. 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Wao. knann Avow. • 20 env 41 Shool . 3.3.13.7 TN( 1.001.611011 0.110122 12 COM/tilt MIDIS WARM 10 DO 11E22111W 11140W1E062. 1.041.61.1 ond el Synowo Air,r no 20•22,21212w•Imat nopo.ttnely lhoi on On. day 01 1007 7. 1 2L.7 ...... to ma 1nown lo 1. ppm. ...a. •nd wt. vskyler 101.00.01 •00 4,000.1 001 to No/ner IP. ow lop Ow wt. wwoonanni o4oTAA1113.10100114107). C.PC. Onsi lot LL 0 Lza 2 6 CHILD CARE CHECKLIST A0.00 EXISTING Mr NIGN GUARDRAIL W/ NEW PLEXIGLASS PANEL OR TEMP SAFETY GLAZING MEETING REOUIREMINS W GLAZING N GUARD RAIL NOTES. ON INSIDE FACE OF EXISTING GUARD RAIL OPENINGS MP AT ALL EXISTNG GUARD RAIL OPENINGS ARCUND ROOF P(1RIMETER) EXISTING SOLID PARAPET EXISING ROOF DECK ROOF PLAN ourDooR SPACE SCALE. .0. 411..1•11.0.14Y1.6,1:11$11411. 4136 N MIAMI AVE (TAL GENERAL URBAN (1ONE). 11U11.01.016/01111061 4101/410•0410W10 I 1016.1m. 1.00011, Lr:1;.1.F1T$11-$_,D V•10116 10,11$ ---- r0.*"' ".""'"'"'"'"" &Roo. 400• 2,111. f. It01•0 4.0041, 6.3.1. 11.401100R %Oil $.11 IOWA, 103/0 SA, 06111110•11.0•01 1,191%,/, ROOF TWA. 40.1 RI. 1 1.0.1,601. 61 0111.61 sm... 66.11•10.1, .1/..1.11.11 6 060/11,(1 $.6 Om 1.01 AIMA.1.•011.,) VII SI 0.1 1.00.04.61661116,14.0 1106 MOO 1111.11.0•0111, 11.1 1,6131.1,11114 14.610411000.1•40.1 so. ..u. tor Nam sir 4.111.1.11) 4, 1,1./ 11 NAM 11,01011.606101.10 1.116.... Y. 0.41......1 ....111........1.0 1......... I 11.01,10.6.61•00.1$61ND Sri 1.,•6411. oun 11 61... NOON, 1.1 1046 .04$116.0.1.00. 4.101.44 oft 11 IA/ 604001a. 1111.41,111.4.3(.01 11•411.14 la 10.1.1.0614 /0.111$4.111.6446.(11.161111 10.40.6. 16 100.110$64 SIAM 16 111044.61. 010 Duo* Irmo 11 1111.11.14 1111.11.401411.1. 1.1011411, LOA 1$0. 0.11.1 ttttt 11.111.16 11.41-1,10.11110105velft ttttt Cools. 161041, 6,0•0464.11,11./ 1167$1.16 le a. 11•11,40 0.0.1.411•1,1011 :=V1=100. 1$00.1010 1/110W1011.16.14$0,4 "MI 60.40.66$1/$104/(10$111$ 1..611 10161, oll .10.1O/410•04. Pa0.1010 $4.6111411.611.01.4.4.10. • 1116100A6.1.64000.101,4 PAWN. .41.116.611 101161 .1 (0141.141010161 or .111,01161.16,160111.61,11,0111•1101$ Vo.:=0•14 • tl 1014 MOWN • 1164414 $1146.1$ :11..../01•110.10 •10$1.4111/410w1O $111..vaf 14101.10, 10 6.1.60.41.104.1 • 11,10 • $6.60 410vi1110/6006.10 414111111111•4111.61 NoNI 410$0010 ..01te ttttt 6, my non.m..•111111 11044.1 .1 4 1111 6.$60.not,1116401.44.111/ TO 1116.1N1.11,...,011141 0.66140014 PACI GROUND 11. • 1,11.6 1. 14 • 11 0411114N MO nit • 1.1.14 61 M. • al (Nit01116, 1.0. • 1.111.1. / 11 • .0 (141104114 1101.4 • 11.01011111161.60•0110 • OW.. MOVOloo,10$4 RAMO ON CONPMUC00610.1.41.105. ...100•14.1,1 MM.. 061.11.1.6. 21 MO •••,,,..1(no$06.116.16moo6.66.6.60._ OVIL.,,ILSO• 01 toi (100 IL S. 0 < fl .----.--. 3. 35 z N.E. 42ND ST. r.q.4 ASPHALT PAVEMENT 0 MINE lEATES EWAY STIS 0. 5' SETE 4.41 • - • -1 SITE PLAN .0001 (:). OUTDOOR SPACE 50410 1VV.O. 0 5 10 15 20 30 40 50 POCHE INDICATES EXTENTS OF RECREATION AREA LINE OF EXIS rinici 2ND & 31U5 FLOORS OVER EXISTING PARKING ACCESS DRIVE Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk NEW 3.0151011 METAL GUARD, NO OPENINGS TII ALLOW PASSAGE OF A SPIIERE 4 INCHES DIAMETER ILETAI GATE LOCKED ON OUTSIDE & QUICK RELEASE LOCK ON INSIDE VIEW A* • CURRENT CONDITION, WILL BE MODIFIED AS SHOWN ON SITE PLAN EXISTING LANDSCAPE NOTES: EXISTING LANDSCAPE FOR EXISTING BUILDING WILL BE INSTALLED PER APPROVED WAIVER # 2014-00117 A EXISTING CONCRETE PLANTER WALL NEW PLANTER WALL TO MATCH HT. OF EXISTING NEW METAL GUARD ON TOP OF NEW CONC PLANTER WALL, NO OPENINGS THAT ALLOW PASSAGE OP A SPHERE 4 INCHES IN DIAMETER GLAZING AND GUARDRAIL NOTES: PLEXIGLASS OR TEMPERED SAFETY GLASS PANEL FILLERS AT ROOF SHALL BE DESIGNED TO RESIST CONCENTRATED LOAD OF 50 POUNDS (0.22 KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. OWN° & OUTDOOR SPACE PLAN A1.00 \ PARKING LEVEL PLAN Sr.AIE 3/16, /, .„////ir,.////711/7//77//y////'/-/'• '.1•311'.4.'" A / ii 1//' / _k__ ,010V1100.1LOWI •,40.010 ••00. xik011,44,11104 • 1..../.....001% 101n 1,•••016 0, .11,l,OFfult ,404,0•14.110ft 101µ TIA(.1•1 • ./ 1014 &Du. Twat 1.(1..W. ACV tttttt 11 SPAM 7.1,r1.100“101.•10 lit0u14,04AttOre,11 le 1 po,0 • , PAU •••141.11(.00d, DAD. °LINN. 001 1{11,(1,...0.11,410V11 10 1.0.•(11•1 1.1.10.410.41114,1011.11. niUrI010 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk •••••••• PARKING LEVEL PLAN 111 4 GROUND FLOOR PLAN. -WITH PARKING SCALE NT 5 WEE .SET MVO WA SCALE SITE SNOWING ExISTC. &ALONG 4C NROPOSED P‘JANG .1‘ • I t ExISINK, MA. ENCLOMEE STA/st. w(111111.1.[ ...pi—% OGD FLOOR PLAN SCALE 3,6, LOI OF. • ) sale. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk A14 (r)- A1r1•11f1. .• • • .rrY=7:1•1:. 1.:7•1:4:411 (71 > • ! • - =1::47" 100 • •• ,It 01.3.10014 ow. V.L.Z.1.) • I 1.1..10t :I • • I -1'., '''',- -•••., ] li • I l!fv, V0.6 . WES1101. t.m.,••• ClASSINoc, 0 """ • • - • a =Na-011.4,:o cf2MIRUCT NOM : CallitACiO• l0 .411.1 r. tat/NW. me. 'ZI.1::::A"t17.1%ZrN=Nota 10 ClAtr.,C,ON I, ce...:1011. wrf 11 MINCA ',At rect la ea. G. •ronit> M.0.1 or !yr,. As• 1NYV. ..f.r• A, <11...1.0. Nt NW. 1C 1111 N .“...leacor b•• Yr... 0.1 AVIS, WW.N.A.112. NA 0131, orNG.Ontt sNA, Ntry .1.1111.11. floy.4 Loy...1041.11.612.• ran c"" ."*`' • 1•011.11...... .$ toa..,•14,zo, NOTE: CENOTES Ex•SOM ZNISON, a ...ED WALLS HCENOIES NEW ,ILLS CE,OIES NEW PISIAL SILO WALL NOTE, COCKONA,F. Wl SIMICILRAL NU. PREPARED SONICNRAL OE SOALLC OAZED / he FOR ALL SIskaCTLRAL .0•CIAllas AND OE IAIS J '10,0 0011700NLA. ARE ONSEC OV 004,0105 COrIPLETED 01 RODRIGUEZ ONO oAzED C017I4C:0¢ ZO v7.0.1. ALL EXISING OSECOND FLOOR PLAN SCALE 3A6'.I'•[' Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ▪ •,'" zrz- s'• I : D▪ ETAIL AT NEW WALL t xl5T. MULL rON 77..:',III.:.• r•\ THIRD FLOOR PLAN S 'NV • • • 177'. c !TN .; 4! CLASI•770, C1/4100c0C•1.0 r:,••••••••• ........,--- , c...... .....:. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ).(- 1,1\ MR • I a ( 'TT .1t1!!..) ) 0 C ....141.101. [31 ;. oktig14. c75., • ) a ( [ ROOF LEVEL PLAN , SCALE ›nc. / - \ /-KR-R2T- EXISTING ROOF TERRACE/ FLAY AREA Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 1 I ° fl I, ) a C 1 • li, . 1 111 III g NORTH ELEVATION BEd FRAY. NW 470.0 STREET Ai:ET,A:q. PAvcw Rd,. E.^RA.CE FAY✓. 41..f. L� WEST ELEVATION/SECTION A Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk To. Ir•411.1:4•0.0 1.0,42 =61. SI2C0 mitith mit O EAST ELEVATION SCI.E NEW FRCTI • MIAMI AVE Submitted into the public record for item(s) PZ.5 City Clerk ' I ITh 1 1JLUL .---_ 1 -- _ — 1 I I • —.— — — — — •-- — —. - ...... ___. "..-- ..', ... _. _______._. -'717=,. ._ 7LIII ;7 t..STN, !AL. trRAVI. P.14443 ,0 Cr.1.4 °SOUTH ELEVATION/SECTION 4.. tar 4,0 •‘• 0045'1P:i5..ea- PA! •g• ,of Rev% ij(iV2boll- 40 -42=i-lbo v.ece 4 POW. (TA CORNER ELEVATION 5.:ALE ue, CCANE,2 AT N a N`d ONO SME' • ••••••• •••••••••••••• , !WILDING EILVATIONS Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk TO REORDER (.'ALL 954-846-9399 a, w a Submitted into the public record for item(s)pZ.5 on 10/24/2019 , City Clerk 1.113deiiigirt PROFESSIONAL PREPARER'S STATEMENT OF LANDSCAPING COMPLIANCE Process Number:PZ-18-299 Legal description: Lot: 22 and the South 50 feet of Lots 23 and 24, less the East 10 feet of the South 50 feet of said Lot 24, in Block 5, of AMMENDED PLAT BUENA VISTA HEIGHTS ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the Plat thereof, as recorded in Plat Book 3, Page 22 of the Public Records of Miami - Dade County, Florida. Located at (address) 20 NW 42 Street, Miami, Florida I/We hereby certify that the landscape and irrigation plan being submitted for the above captioned property complies with the requirements of Article 9 of the Miami 21 Code, as to species, size specifications, quality and location at time of planting, and that the species as shown are in accordance with the accepted species ap- proved by the City of Miami and that none of the species are from the prohibited list. Additionally, automatic sprinkler systems (if applicable) comply with the require- ments of said ordinance as to type of irrigation equipment, system, location and compatibility with the specified plant materials. Profe sionaarer's Sign ture Print Name Esperan DN'c= Digitally signed by Esperanza US, o=ESK Design Inc., ,ou=A01427D0000016A044F 1)60600001113, za EKe I I y Date:Esperanza Kelly 2019.OS.01 13:03:27 ( -04'00' 7110 SW 63 Avenue Miami, FL 33143 786-529-6389 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 1-4:17deAlgit STATE OF Florida COUNTY OF Miami -Dade The foregoing instrument was acknowledged before me this Jd 141 day of M arch , 2019, by tSFelz-e1zA () , of E5ILI be S►jr a Fk rich half of the corporation. corporation, on be- He/Sb.e, is personally known to me or has produced pSo ri al , as identification and did/did not take an oath. J Witness my signature and official seal this 0441 day of ?rG� , 2019, County and aforesaid, the date and year last aforesaid. Public (2)a ara i n2 Print Name My Commission Expires: 03/ a1 Notary Pubtc State of Florida Barbara Diaz My CommleNon FF 213353 orn, Expires 03/21/2019 7110 SW 63 Avenue Miami, FL 33143 786-529-6389 ADJACENT PROPERTY. 19 NW41ST USE: 17•L ADJACENT ? PROPERTY: 00 N MIAMI AVE USE: T5-O r ADJACENT PROPERTY: 4129 N MIAMI AVE 7.200 S.F. LOT USE T5.0 � • j1 ""---.j SUBJECT PROPERIY-��� 20 NW 42ND STREET 7.200 S.F. LOT USE: T).L ADJACENT PROPERTY: 4134 N MIAMI AVE USE: T4.L NORTH MIAMI AVENJE I.� Clear kb.. • Lea91e4N1.4e.9 0N. Ysr( di Mut. 10a. ••1 11/ .eb.mla.e. en ..r..yISK • smar TREES ...dma.e.....•maer care., w.aere a WM. e Vm.n ir..r Omens... ..u..e e.ia l lo.al 1.100 1.u1 .ro 1 Aim re.wla If a., 1. Meats e.L-e.- ey..eot kw b.,Ie..un• kip nsAS n.maei el 'NMI sepsis,.•IO .. mon.. A nail.. rM.N ua.nea• 10 eyA 14 140 Alt 140 PLANT LIST OTY 16Y46OL IEOTANICAL WOE 100NMOM DPW VECEICATIOM6 T� TRIES Vpo v.Ir N 444' w.T...assIle 1O Coe.poNe CD orrperon. S,1 n4oe6 IO.Ir re • rd SP.. 06S Ye 1 ar OwpM v.nNrp. u.a1 eOet u.u'N.e•.r... )•... e66 01.. rN 61MU4E 1f0 SIC In.'0rr CO.anmp4F.u. 1y4.17•b1...OP a MN M lon4 IWa&w*N Fin Ohm 1gd.71'NMr,Si. u rN 110 105 p0U )emvomvwbN N 0rrtuamaaephllrt w..4m mamma 1p4. mew N.6. )rot d. N•NOyr -tr« 110 P0Y p.KeH.0.0.t. 2Ya2C4W le 1p4.24• 14.61.100, Vie lAnesc.p. Nude: AD plan) malenal shall De P.M. No. 1 , as spiraled m Ina Gnde and Sleruaus for Nursery Ponds and Pod II, Palma end Lae wnenl.utton. 2 A0 Dees shall be staked of payee. Guymp and slaking shall be Done in Noce/Pence wren detach and ell Meal prachCef 3 All plied melees! shall meal or exceed me area mguu amends a ape.. In Om plant AN. No su0abtullens AMA Am aple0 *Dhoul IM Landfall. MsmtacYa apprOva! S. Conte... is responsible ler verrrymg all underground /INbes and .buirvng N. nen.swy slim/anus pre(10 ylanlrnp 8, All areas le recal . /!seen shall be prepared tm. planen9 soli. Planbn9 ape UNMA coeds! 210 mltlur* el a0% sand end 20% muck. 0 All planted .Wens DM IS receive 0 2• layer of P.m,. • 8nreddee Mel.**. mule* 7 New Dee, palms, shrubs and gr2un0cnvan aha0 Oa lerblrta0 enm A9rilorm Planlln9 MOW, 20.104 formula, 21 yr.. In Attoreanc. veer manulacluula reCammende/bns. 0 Ne Yeaa. pslma. ann. and 9roun0mv.rs shell be gee nled fora period alone III year Irom me Om. el an. acceplanu 2110 SW SY Aeon. Mum,. FL 12141 SC28000900 rem* a-0elgn.tom 20 NW 42 Street Parking Lot Ecperante Molly FlaMla lanUsuea NCNI.ct LA666710S LANDSCAPE PLAN rnr.ra.eyer 19001 — 00.114010 �20 EN_ totertme, Elf L-100 Submitted into the public record for item(s) PZ.5 on 10/24/2019 ) City Clerk TRIANGULAR SPACIN 50UARE SPACING - fYp. PLANT SPACING A5 INDICATED IN PLANT / SCHEDu1C VARIES W/ PLANT SPECIES, 50 THAT MATURE PLANTS WILL NOT OVER LAP ONTO PAVEMENT , CROUNOCOVERS AND/OR BDOP MULCH CLEAR PROM SHRUB STEM - 2' MULCH LAYER OVER ENTIRE 8E0 �- WEE0 CONTROL FABRIC �- (01511 RANTING SOIL TIL -lIL (XIS SOR NOTE. `' 1 BALL 01AME TER 10P OF MULCH 0 BE 1/2" BELOW PAVEMENT OR 500 O SHRUB AND GROUNDCOVER SPACINCO SHRUB PLANTING DETAIL NOTE. THE TRIANGLE ME TH00 15 PREFERRED. USE SQUARE SPACING ONLY IN SMALL RECULINE AR AREAS. - IYP, PLANT SPACING PLANT LOCATIONS IYP. PLANT SPACING 1-1/4" BLACK WEBBING TAPE - 3 PER TREE MIN. (LOOP AROUND TRUNK OF TREE SHALL 3[ MULCH) (KEEP CLEAR FROM TRUNK) BCRMED SOIL DISH FOR WATER RETENTION I AWN - W000 STAKE 2•" LONG 3' BELOW FINISH GRADE PLANTING 501L AS SPECIFIED EXISTING SUBCRADE O MEDIUM TREE PLANTING DETAIL PROTECTIVE TREE BANDING 3- 2 X 4 (IB' LONG). EVENLY SPACED OVER 5 LAYERS 0f B[CUCCRIILLgAgPPPADOINC AND NRONIf: fiAgEr 3 PER PALM) 1- 2 X • NAILED 10 PROTECTIVE BANDING AND BOLTED TO LOWER POSTS. 00 N01 NAIL TO TRUNK OF PALM 3" MULCH (KEEP CLEAR PROM TRUNK) BENMEO SOIL DISH FOR WATER RE1EN110N - LAWN -LOWER POSTS (3 PER \PALM) 1-2 X 4 X 12" LONG (FLUSH OR BELOW SPMBNG SOIL AS SPECIFIC] EXISTING SUBCRADE O PALM PLANTING DTL - LAWN AREA PROTECTIVE TREE BANDING 3- 2 X 4 (I B" LONG). EVENLY SPACED OVER 5 LAYERS OF BURLAP PADDING AND SECURED MOM-ihANQWq 3 PER TREE) 1- 2 X • NAILED TO PROTECTIVE BANDING AND BOI TED TO LOWER POSTS. DO NOT NAIL 10 TRUNK OF TREE 3" MULCH (KEEP CLEAR FROM TRUNK) BOWED SOIL DISH FOR WATER RETENTION LAWN EPOSTS (3 PER TREE) 1-2 LONG ((LUSH0 0* OR BELOW ealliJac SOB As ` ERGSi1F7EOSUBCRADE LARGE TREE PLANTING DETAIL - PROTECTIVE TREE BANDING 3- 2 X • Cr LONG), EVENLY SPACED OVER 5 LAYERS UI BURLAP PADDING AN0 - MOW VA VL- 3 / PER PALM) I- 2 X • NAILED TO PROTECTIVE NAll �� BANDING AND BOOTEA IO I OWER P05I5. 0A N01 NAIL TO TRUNK OF PALM • 3- MULCH (KEEP CLEAR FROM TRUNK) M �- BERME() SOIL DISH FOR ildint WATER RETENTION '- SANG LOWER POSTS (3 PER PALM) 1-2 X 4 X 12" LONG (FLUSH OR BELOW • - 0BABONC SOIL AS SPECIER0 - EXISTING SUBCRADE ® PALM PLANTING DTL • SAND AREA PEP PLANT SPACING AS. INDICATED IN PLANT SCHEDULE VARIES W/ PLANT SPECIES -SO THAT MATURE PLANTS Will NOT OVERLAP ONTO CURB RPR/OR1E00 CLEAR FROM GROUNOCOVER STEM 2" MULCH LAYER OVER ENTIRE BED RECO CONTROL FABRIC AS SPECIFIE0 EXCAVATE TO A NOTE' MIN. DEPTH 01- TOP 01 MULCH TO 12 AND n EX151NG 50OIL ©/ BC 1/2' BELOW BAGKFIII W/ PAVEMENT 0R SOD GROUNDCOVER PLANTING DETAIL Troa 9000 0l«n and Mamlananca 1) Four (4) appbu110ns Per Year a) March 0) J c) Suplom1er 41 December 2'X2' WOOD STAKES - 3 PER TREE VA TH GALVANIZED IMRE AND TURNBUCKLES - PROTECT TREE WITH RUBBER NOSE - 3' MULCH - BERMED 5011 D1511 FOR WATER RE IENRON FINISH GRADE PLANTING SOIL EXISTING SUBCRADE SMALL TREE PLANTING DETAIL 714.111.1 wdl b• lanht.d wuh a qua. palm NAlllter conlamrng magnesium manganese and mlnonutnenb necessary lot INo proper heal. and 0.41 of Ne In. al Ow nl• ell pound el leNnter per inch of ca.p•r per appllca9on. 11.6.13 or equal should be used. 1) Guatanl•nd even ap01r7ponf of 14400n1.on In Ina evem of any mrs.ad atees They roll need m .reap... al Trees shoal be en.. by • c•ndiae aroeml es requvad but no less Nan once a year SON, and Grorr.cov« M«nl•nan1. 1) PNnrng To ma.. • nalunl .nape shall be done as • continuous 0P•nbon, but not when Me plarrl,s,n newer Tnmmmg shallb• done 12bm•sper year. T untrung Than emy be done to Prevenl TSN54 horn •ncroachrng to MIN bolo Paved seas 2) 5.N0 and Groundcoves Pest Central. 1nso•c0ens of shrub. and grou s0oule Oa done once per menu by a pest .0nhrel MNmPan to Id•n0N pa. or In oven! pest owM01.r e. • •m•nt. Iwpmpest WW1. 01M.0 v..N• .a1f1 pos00 .. pesticrd•, Nngrnde, etc, al Me lowest pos00.1e 441011A10n role 21 Weed Control. Shrubs and prounocorns bads Thould b• Mpl 1 na.bn. weed reap.In. caNe reapto HM 01 and The tone of year. 11..1. 000.0 N.0.111N4 use of pn.em•t900,.genhs, s... contact heroiti0ef and men. weeding. Far... App.... Nlo ..ITrsnNb bops and greundcmu .Mil b• 1•n1No0 lout 0m.1 per year umng slow taloas• 16-4.0 al Ihe rah. of( pound per plan! Mutcnin0 R.mulcmng (I- carer) should 5• perh .red ens bme • year m The men0a M Fe5ru.ry or March. Mulch shall be added to roach a dared layer on MI N.nl pees MULCH RING MATRIX MIN MULCH OBH ROTBALL DIAMETER RING DIAMETER (INCHES) (INCHES) 111Y 20 7•0 21y2' __ 2e 56 3,IT 36 __ 72 _. .10 -5 S 112" •0 - 50 00 _ 1f10 n r1 n 7110 SW 63 Avenue MmL FL 331.3 LC26000540 www..44egn.com 20 NW 42 Street Parking Lot .0.0 Mani Kell(V/. 11;404 EfD«anea K.IN FNnd• LarMaupo Nche•c1 --LA0661109-- — PLANTING DETAILS •wMrti•wr 19001 1-aola EK EK L-101 1••w ASNOTED / ` TO REORDER CALL 954-846-9399 Submitted into the public record for hem/g pz.S . on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 , on 10/24/2019 , City Clerk 7.1.d ATTACHMENT 1 Approval and Conditions of Traffic Operation Plan by Miami -Dade County Traffic Engineering Division. Carrie, Anne -Christine From: Estevez, Samael Leonidas (DTPW) <Samael.Estevez@miamidade.gov> Sent: Tuesday, March 19,2019 12:37 PM To: Carrie, Anne -Christine Cc: Orue. Jon (DTPW); Senespleda. Yamilet (DTPW) Subject: RE. Cetner Academy - preschool Attachments: Centner Academy Traffic Operations (TOP) Form Ver 11 - March 2019.pdf 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. Good afternoon Anne -Christine, This school application originally carte to usjustwith the underground parking which was supposed to be used as a mix of drop-off and parking. We rejected that proposal and they came back with the plan that you are now reviewing which added the adjacent lot as additional parking and parent's parking for student's drop off/pick up. For your records I've attached the Traffic Operations Plan (TOP) that we ultimately approved for this site. Also, these were the approval conditions: - Final site plan must be submitted for review and approval by tvliami Dade Department of Transportation and Public Works prior to construction. School speed zone trust be provided in accordance with the latest FOOT Speed Zoning Manual. Submit plans for review and approval by DTPW prior to construction If you need something else please do not hesitate to ccntact me. We Zook forward to this type of collaboration/coordination with the city. Regards, Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 1 L1 NW 1" Street, Suite 1510, Miami, Florida 33120-1900 Ph (305) 375-1282 ) Fax (305) 372-606,1 w vw.mianidade.nov "Delivering Excellence Every Day" Please consider the environment before printing this email Miami-DadeCountyis 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: Carrie, Anne -Christine (mailto:AcCarrie@miamigov.com( Sent: Tuesday, March 19, 2019 12:21 PM Te: Estevet, Samael Leonidas (DTPW) <Samael.Estevet@miamidade.gov> Subject: Cetner Academy- preschool Staff Analysis Report No. PZ-18-299 Page 12 of 13 Attachment: 5691 Submittal- Updated Staff Analysis 05-01-2019 (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 St) Packet Pg. 324 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 7.1.d ( This is an EXTEPV.L email. Exercise caution. DO NOT open attachments or click 1ink.s ircm unknciin senders or usexae:tea emails. Please click here if this is: a susp circa :message --:.rzsraarlraiari ones:v Enterprise Security Office Good afternoon Samael: I hope this finds you well. I am presently reviewing an application for a preschool in the existing building at 4136 N Miami Ave and 20 NW 42 Street which was submitted to you a few weeks ago. Attached is the parking plan just tot reference. Can you please email me your recommendations for the request? Please let me know if you require additio sal information on my end. Thank you Anne -Christine Carrie, MURP Planner 11 Planning Department Office. 305-416-1417 Visit us at www.miamistov.corn/ulanninR. •thre to riurida's very broad public records law. must weiren communications to or from Cltf of Miami employees rexerd;na City bus(net, ara public records, and are available :o the pub'', and medle soon request. Therefore. this a -mall communication may be subject to public disclosure. 2 Staff Analysis Report No. PZ-18-299 Page 13 of 13 Packet Pg. 325 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk TO REORDER (:ALL 954-846-9399 RECYCLED PAPER 5koT Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk City. of Miami Planning Department Submitted Into The Record 05h ANALYSIS FOR EXCEPTION Staff Analysis Report No. PZ-18-299 (Revised May 24, 2019) Location . . 4136 N Miami Ave and 20 NW 42 Street Folio Number 0131240201040 and 0131240201020 Miami 21 Transect "T4-L° General Urban Transect Zone — Limited and "T3-L" Sub -Urban Transect Zone -Limited MCNP Designation Low Density Restricted Commercial and Duplex Residential Commission District Keon Hardemon (District 5) NET District Wynwood-Edgewater Planner Anne -Christine Carrie, Planner II Property Owner Perpetual Love 4136, LLC and Perpetual Love 4128, LLC Project Representative William Riley, Jr., Esq. A. REQUEST Pursuant to Article 4, Table 3 of Miami 21 Code, the property owners Perpetual Love 4136, LLC and Perpetual Love 4128, LLC (collectively, the "Applicant") request an Exception to allow a Pre -School Educational Use (the "Pre -School") on the T4-L property at 4136 N Miami Avenue and on the T3-L property at 20 NW 42 Street. As stated in the Letter of Intent and submitted plans, the Pre -School would have no more than 195 students, and no less than 17 parking spaces. B. RECOMMENDATION Pursuant to Miami 21 Code, Article 7, Section 7.1.2.6 of Ordinance 13114 ("Miami 21"), as amended, the Department of Planning recommends an approval with conditions of the request to allow a Pre -School Use based upon the facts and findings in this staff Analysis. Figure 1: Aerial of subject site WMWMOMMIS DORI lapel Figure 2: Zoning designation of subject site T31; Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 1of15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk C. PROPERTY INFORMATION: The property at 4136 N Miami Ave (the "Eastern Property") is at the southwest corner of NW 42 Street and N Miami Ave. Immediately' west of this corner lot lies the property at 20 NW 42 Street (the "Western Property"). The Western Property is designated "T3-L" and is presently developed with a vacant, one-story residential structure; per the Miami -Dade County Property Appraiser. The Eastern Property is designated "T4-L" and is developed with a three-story structure. The two lots currently have individual vehicular access points along NW 42 Street. SURROUNDING USES Miami 21 MCNP / Density Existing Use North "T4-L" General Urban — Limited Low -Density Restricted Commercial (36 du/acre) Vacant Land; Single Family; Duplex South "T5-0" Urban Center— Open General Commercial (65 du/ac) Office East 73-O" Sub Urban —Open and "T4-O" General Urban -Open Low -Density Restricted Commercial (18 to 36 du/acre) Office and Two Family Dwelling. West "T3-L" Sub Urban -Limited Duplex Residential (9 du/ac) Two -Family and Multi -Family Low Density D. BACKGROUND Structure The Eastern Property is developed with an office structure pursuant to Waiver no. 14-0117 (the "Structure"), and consists of an activated rooftop terrace and underground parking. The Structure was conditionally approved with a gross floor area of approximately 15,024 square feet, .a parking reduction Waiver for the Office Use, and a Dominant Setback Waiver to allow the structure to be no more than zero feet from the property line. Although the structure received its Certificate of Occupancy, the Applicant indicates that it remained vacant, and City staff confirmed that no Certificates of Use have been issued for that address since the construction of the new building. In support of this request, the Applicant will reconfigure the existing garage to provide seven parking spaces. Additionally, the Applicant will assemble the two properties with a Unity of Title and provide ten additional parking spaces on theWestern Property for the sole use Pre - School. Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 2 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Request Date Action 01-21-2015 Waiver No. 2014-0117 to allow a 10% reduction in required parking and to allow a dominant setback of five feet was approved with conditions pursuant to Section 3.3.5 and Section 7.1.2.5.a.28 of Miami 21. 01-23-2019 Building Permit no. BD18-016220-001 is currently under review. 01-23-2019 Building Permit no. BD18-018184-001 is currently under review. 05-01-2019 The Planning and Zoning Appeals Board deferred this item to a date certain of May 15, 2019. 05-15-2019 The Planning and Zoning Appeals Board granted the applicant's request for a deferral of this item to a date certain of June 5, 2019. On January 11, 2019, the Applicant submitted an Exception application to establish a Pre - School Use on this site. As part of this request the Applicant prepared a Traffic Operations Plan (the"TOP") which was submitted to the Traffic Engineering Division of the Miami -Dade County Department of Transportation and Public Works (the "Miami -Dade County Traffic Engineering Division"). On March 19, 2019, Miami -Dade County Traffic Engineering Division notified City staff that a Traffic Operations Plan (the "TOP") was approved with conditions. On April 29, 2019, the Applicant submitted a revised site plan for consideration by the Planning Department. On May 1, 2019, at a public hearing before the Planning and Zoning Board of Appeals (PZAB), the Board deferred the Application to a date certain of May 15, 2019. Per the Applicant, a community outreach meeting was held on May 7, 2019 with neighboring properties to discuss the project. On May 15, 2019, at a public hearing before the PZAB, the Board granted the Applicant's request to defer the Application to a date certain of June 5, 2019. Operational Plan The Applicant requests to use 7,038 square feet of classroom space for up to 195 Pre - School aged children. In accordance with the Miami Dade County Code of Ordinances, Section 33-151.18, the Pre -School shall have approximately 4,954 square feet of recreational space, where a minimum of 4,388 square feet are required for children between ages of four and six. As shown in the zoning data table provided on Sheet A1.00 of the submitted plans, the majority of the recreation space will be on the rooftop terrace. The remainder of the recreational area will be on the ground floor between the building and the southern property line. Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 3 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk On the ground floor, Sheet A1,00 indicates that the area which currently encloses the mechanical equipment will be modified for use as recreational space. Per the plans, a five- foot tall gate with bars spaced no more than four inches will be added with bars spaced so a 4" diameter ball cannot pass through. This is a building code requirement that guards against children inserting their heads into the fence and not being able to dislodge them. Per the Applicant's Letter of Intent, the use of the recreational areas will be staggered. The Pre -School will -have-a-total-of-12-classrooms:-No-more than two classrooms will utilize a recreational area at any given time, Since there are two recreational areas, the minimum number of shifts will be three per recreational space. Balls used within the recreational areas will be restricted to the whiffle ball variation, which provides for slow velocity levels and short trajectories. Circulation Per the traffic study reviewed by Miami -Dade County Traffic Engineering Division, student drop-off is staggered and occurs in the underground garage and a surface parking lot. The underground garage plans show a total of seven parking spaces, and the floor plans for Western Property show 10 spaces. As set forth in Section 33-124 of the Miami -Dade County Code of Ordinances, 13 spaces are required for the proposed number of teachers and staff, which leaves a surplus of four parking spaces on the surface lot. Although parking is not required for parents pursuant to Section 33-124, the Applicant proposes to use the additional four parking spaces for visitors to the Pre -School. The Applicant submitted a traffic study that was signed and sealed by Joaquin Vargas and dated March 1, 2019 (the "Study"). Per pages 23 and 25 of the Study, traffic control personnel will direct vehicles while standing at the entrance of the parking garage (see Figure 3 below). Circulation within the subterranean garage will consist of two one-way lanes encircling a round -about (see Figure 4 below). Per Sheet A2.00 (see Attachment 1), approximately 12 queuing spaces will be available between the ground floor of the garage and the ramp to access it. In the garage, two staff members will conduct the drop-off and pick-up of children. Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 4 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Figure 3- 'On -Site Circulation Diagram no. 1" provided in the TOP. 105 feet • Stacking for 4 vehicles Parent's Traffic Flow Staff for drop-off/pick-up Traffic Control Personnel NGINEERING, INC. rP TRAFFIC OPERATIONS PLAN 192 feet Stacking for 8 vehicles FIGURE 'lb CentnerAcademy Miami, Florida *According to plans, use of the term "stacking" is synonymous with 'queuing". Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 5 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Figure 4- "On -Site Circulation Diagram no. 2," provided in the TOR LEGEND — Parents Traffic Flow • Staff fordrop-off/pick up * Traffic Control Personnel iqh NEP 1 TM Tech ENGINEERING, INC. Surface Parking Lot en YL• WI. MO 1 Mt e f. • r_t!ey. NW aye:ter ei hgAll Val 114 To Underground Drop-off / Pick-up Staff Parking WE TRAFFIC OPERATIONS PLAN FIGURE la Centner Academy Miami, Florida Staff Analysis Report No, PZ-18-299.v3 5-24-2019 Page 6 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk E. ANALYSIS Miami Comprehensive Neighborhood Plan (MCNP) The Future Land Use Map (FLUM) designates the Eastern Lot as Low Density Restricted Commercial, and the FLUM designation of the Western Lot is Duplex Residential. In accordance with the Interpretation of the 2020 Future Land Use Element of the Miami Comprehensive Neighborhood Plan (MCNP), both Low Density Restricted Commercial and Duplex Residential- FLUM designations allow primary and secondary schools. Per Goal LU-1 of the MCNP, the City shall "fm]aintain a land use pattern that (1) protects and enhances the quality of life in the City's neighborhoods [...j." in support of this Goal, Policy LU- 1.1.12 states that Tin order to encourage the development and maintenance of educational facilities in the City of Miami, the City's Land Use policies permit schools in all land use classifications except Conservation, Public Parks and Recreation, and Industrial (.. ]." Therefore, the proposed Pre -School is consistent with Policy LU-1.1.12 of the MCNP to encourage the development of education facilities. Miami 21 Code Per Article 4, Table 3 of Miami 21, Pre -Schools are allowed by Exception in the T4-L and the T3-L Transect Zones. Exception Criieria 1: Analysis 1: Per Section 7.1.2.6, the review of an application for an Exception "shall consider the manner in which the proposed Use will operate given its specific location and proximity to less intense Uses (...J" Educational facilities tend to support the residential communities in which they are located by providing a safe and easy way for families to access the Pre -School. As indicated in Article 4, Table 3, educational uses are one of the few non-residential uses allowed in the lower density and intensity neighborhoods. Furthermore, the Pre -School is proposed at the intersection of an established residential community and an innovative commercial district. This convergence of uses is consistent with the Miami 21 Zoning Atlas which shows that the Eastern Property is bounded by a different transect in three directions. Given the intensity of several of the current uses in the area, the intensity of the Pre - School use would not further encroach into the abutting T3-L communities. Finding 1: The Pre -School Use is compatible with the less intense T3-L uses in its vicinity. Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 7 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Criteria 2: Analysis 2: Section 7.1.2.6 further states that the review of an application for an Exception "shall apply Article 4, Table 12 Design Review Criteria E...]". Per the plans and letter of intent submitted to staff, parents will drop off students in the subterranean garage which will minimize the visual impact of the use on the public realm, as well as ensure the safety of pedestrians. This proposal is consistent with Article 4, Table 12 which includes the following design criteria: "Minimize the impact of automobile parking and driveways on the pedestrian environment and adjacent properties, especially T3 areas.[...] For pedestrian and vehicular safety minimize conflict points such as the number and width of driveways and curb cuts." Furthermore, because of the physical constraints of the existing site, the Applicant has agreed to install a boom barrier at the entrance of the parking lot. The lot will be closed during the pickup and drop off periods. By preventing the drop-off and pickup of students on the surface lot during the busiest time of day, the number of conflicts between the vehicles and pedestrians will be minimized. Given the operational measures and site improvements proposed by the Applicant for the site, the request for a Pre -School Use is consistent with Article 4, Table 12, as required by the Exception criteria established in Section 7.1.2.6. Finding 2: The application is consistent with the criteria for an Exception. Miami -Dade County Code of Ordinances Per Section 33-151.11 of the Miami -Dade County Code of Ordinances (the "County Code"), "(n]o municipality shall adopt physical standards governing day nurseries, kindergartens or after school care that are in conflict with or in addition to the standards contained in this article, whether more or Less restrictive than the standards contained herein." As stated herein, the request was analyzed for consistency with the County Code. Educational and Childcare Facilities, Nonpublic Criteria (a) Study guide. The study entitled "Physical Standards for Proposed Private Educational Facilities in Unincorporated Miami -Dade County, "date 1977, shall be used as a general guide in the review of proposed nonpublic educational facilities; provided, however, that in no case shall the educational philosophy of a school be considered in the evaluation of the application. Analysis: Not Applicable Finding: Not Applicable Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 8 of 15 Criteria (b): Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Planning and neighborhood studies. Planning and neighborhood studies accepted or approved by the Board of County Commissioners that include recommendations relevant to the facility site shall be used in the review process. Analysis: Per the documents submitted to Staff, no recommendation or application has been submitted to the Board of County Commissioners. However, consistent with Article XA, Section 33- 151.22 of the Miami -Dade County Code of Ordinances, Planning Staff finds that the proposal sufficiently satisfies the County's criteria for the purpose of this Exception analysis. Finding: Therequest to operate a Pre -School is consistent subject to Conditions (see Conditions no. 1 and 2 listed at the end of this document). Criteria .(c): Criteria (d) Scale. Scale of proposed nonpublic educational facilities shall be compatible with surrounding proposed or existing uses and shall be made compatible by the use of buffering elements. Analysis: The Structure is three -stories tall and less than the maximum height allowed in the T4-L transect where it is located. Findings: The Pre -School request is consistent with the criteria. Compatibility. The design of the nonpublic educational facilities shall be compatible with the design, kind and intensity of uses and scale of the surrounding area.. Analysis: The Structure was approved by the Office of Zoning and the Building Department. Through the operational plan and proposed physical improvements, the Applicant has minimized the impact of the Pre -School Use to the abutting neighborhood. Findings: The request is consistent with the criteria. Criteria (e): Criteria (t) Buffers. Buffering elements shall be utilized for visual screening and substantial reduction of noise levels at all property lines where necessary. Analysis: The scale of the Structure visually buffers the residential neighborhood to the west by creating a transition from the commercial corridor westward. On the around floor, the Applicant proposes to create a recreational space with concrete walls to buffer potential noise produced during recess periods. During the day, the Applicant indicates in the letter of intent that loud bells will not be used. Findings: The request is consistent with the criteria Landscape. Landscape shall be preserved in its natural state insofar es is practicable by minimizing the removal of trees or the alteration of favorable characteristics of the site. Landscaping and trees shall be provided in accordance with Chapter 18A of the Miami -Dade Code. Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 9 of 15 Analysis: Findings: Criteria (g): Criteria (h): Criteria (i}: Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk The Applicant has submitted a landscape plan. The landscape plan will be evaluated during plan check in accordance with Article 9 of the Miami 21 Code, The request is consistent subject to Conditions (see Conditions no. 5 and 13 listed at the end of this document). Circulation: Pedestrian and auto circulation shall be separated insofar as is practicable, and all circulation systems shall adequately serve the needs of the facility and be compatible and functional with circulation systems outside the facility. Analysis: The Applicant has provided an automobile queuing area for the drop-off and pick-up of students which was approved with conditions by Miami -Dade County. Sheet A2.00 (provided as Attachment 2) indicates that the ramp and garage will accommodate the stacking of up to 12 vehicles on -site. As previously discussed, the Applicant proposes to provide a boom barrier at the entrance to the Western Property. The barrier will be closed during drop -offend pickup times to protect pedestrians and facilitate vehicular circulation, Findings: The request is consistent subject to Conditions (see Conditions no: 3,4 and 6 listed at the end of this document). Noise. Where noise from such sources as automobile traffic is a problem, effective measures shall be provided to reduce such noise to acceptable levels. Analysis: Noise produced from the traffic circulation will be in the subterranean garage and is not expected to impact neighboring properties. The surface lot may need a buffering element, although the Applicant's proposal to close the boom barrier during pick-up and drop-off minimizes the amount of noise that projected from this lot. Findings: The request is consistent subject to Conditions (see Conditions no. 1, 2 and 7 listed at the end of this document). Service areas. Wherever service areas are provided, they shall be screened and located as to not to interfere with the livability of the adjacent residential properties. Analysis: Per sheets A3.00 and A3.01, the Applicant proposes adequate visual screening methods for service areas. Finding: The request is consistent with the criteria. Criteria (1): Parking areas. Parking areas shall be screened and so located as not to interfere with the livability of the adjacent residential properties. Analysis: Parking areas proposed to serve the educational facility are located underground and on a surface parking lot immediately Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 10 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ATTACHMENT Approval and Conditions of Tragic Operation Plan by Miami -Dade County Traffic Engineering Division, CarN� Anne -Christine From: Estevez. Samael Leonidas (DPW KSarnael.Estevez@miamfdade.9ov> Sent Tuesday. March 19, 20191237 Pm Tot Carrie. Anne -Christine t et Diu*, ion (DTPWg Senespleda. Yamilet (M1 Subject: RE: Cetner Academy- preschool 'Attachment= Centner Academy Tf affic'Operations (TOP) fo:nh Ver 11 March 2019.pdf Good afternoon Anne -Christine, This. school application -originally came to us.}ust with the underground.perkingwhichwas supposed to he usedasa mix of drop off and parking. We rejected that proposal and they -came back whh the plan that you are now reviewing which added the adjetentTto .s additional parking and parent's parking for student's drop off/pick hp. For your records rve attached the Traffic Operations Plan (TOPj that we ultimately approved for this site. Also, these were the approval conditions: • Final site plan must be submitted for review and approval by Miami DadeDepariment of Transportation and Public Works prior to construction, -School speed zone must be provided In atcordanoe with the latest FOOT Speed Zoning Manual. Submit plans for review and approval by DTPW prior totonstnrction. If you need something else please do not hesitate to contact me. We look forward to this type of collaboration/coordination with the city. Regards, Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 1't Street, Suite 1510, Miami, Florida 33120-1900 Ph. (305) 375-1282 i Fax (305) 372-6054 www.mlamidade.dov "Delivering Excellence Every Day" Please consider the environment before printing this email Miowd-Dade County. fs o public entity subject to Chapterl19 of the Florida Statutes concerningpubllr records. E-mail messages are covered ender such taws and thus subject to disclosure. From: Carrie, Anne -Christine (mailto:AcCanie@mtamigov.com) Sent: Tuesday, March 19, 2019 1221 PM To: Estevez, Samael Leonidas (DTPW} $amael.Estevez@miamidade gcno. Subject; Cetner Academy - preschool Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 14 of 15 C paw, LEvEi F as ect »•ar ATTACHMENT 2 On -site vehicle stacking wyans 1104.1 ♦mo MUocrm,.,p 'yp ..mmp.. �.wmML 1G Submitted into the public record for item(s)PZ.5 on 10/24/2019 , City Clerk Staff Analysis Report No. PZ-18-299.v3 5-24-2019 Page 15 of 15 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 0 REORDER CALL 954-846-9399 7k4F7i�w NGINEERING, INC. Mr. William W. Riley, Jr., Esq. Partner - Greenspoon Marder LLP 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk May 8, 2019 Re: Centner Academy - Parking and Drop off / Pick up Operation Dear Bill: In response to the City of Miami's concern regarding the statement in the Traffic Operations Plan (TOP) that "it is anticipated that most parents will park and then walk their children to class", we provide the following comment: o As documented in the latest traffic study dated March 1, 2019, as approved by Miami -Dade County Traffic Engineering Division, the maximum number of vehicles anticipated at any one time at this school is 12 (some vehicles parked in the surface parking lot/underground parking areas and some vehicles queued within the underground drop-off/pick- up circulation loop). Since the surface parking lot has 10 parking stalls and the underground structure provides 7 parking spaces for a total of 17 parking stalls, the parking / drop-off and pick-up plan can accommodate more vehicles than the maximum anticipated at any one time at this school, thereby consistent with the above comment. In practicality, school traffic will likely self -optimize depending on traffic conditions. That is, some parents will decide to park while others will choose to use the drop-off/pick-up loop depending on traffic conditions in the surface parking lot and the underground circulation loop. o Additionally, and in working with Miami -Dade County, all of the school trips were assigned to one driveway (either the underground driveway or the surface parking lot's driveway) in order to assess impacts with a conservative approach. This was assumed to determine the worse -case scenario from trfic impacts and queuing standpoints. TR TECH ENGINE RI C1 uin E. Car. P1 rTransportation E ineer 8400 N. University Drive, Suite 3og, Tamarac, FL 33321 ' T: 954-582-0988 F: 954-582-0989 Submitted into the public record for item(s)_ on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Centner Academy 4136 North Miami Avenue Miami, Florida prepared for: Centner Academy traffic study NOTICi corn.. a mn ane..trdrxn prnn a' c\s, ea-uan rnmews Kari r o Q th d Hrx mfe.a7 Thu NI.appnm,wa..mm i. anmecaaa eat n.wy na om imam K. fora n a. aya wanC.., r,.**aa. Eu crfrkawhoi/al mwne.1 .Y;�aM1ns ae,. natry.rc mvkraaba ncm.ren03Ks a2 CM O mPZ 1 299� N 03/25/19 7i4F7icH ENGINEERING, INC. March 1, 2019 7k4rT/i�w ENGINEERING, INC. March 1, 2019 Mr. Andrea D'Alessio Centner Academy 4136 N. Miami Avenue Miami, Florida 33127 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Re: Centner Academy - Traffic Impact Study Dear Andrea: NOTICE Corroleionolsaffreie..man cefl.mWacnmeet caarcµuerra. Lre Abt12:.nda tt Rl dNx! .an, .....y;cso,varcmro os wml.ewa ank!a.in,na_mmn:ownwmk unto. n ihera4.w cea. Tvsi, :.u.a«two+R•rvnro,..a..nw he nre serl.t. a anaak Meting arc re-.ei ea 1xarrmaxr a.rm dock en PZ-18-299 03/25/19 Traf Tech Engineering, Inc. is pleased to provide you with the results of the updated Traffic Impact Study undertaken for the proposed Centner Academy to be located at 4136 N. Miami Avenue in the City of Miami in Miami Dade County, Florida. The revised traffic study addresses all traffic comments provided by Miami -Dade County and incorporate the new surface parking lot. It s been a pleasure working with Centner Academy on this project. Sin TR rely, TECH ENGINE 06is. in E. Vargas, P.E. r Transportation Engineer �EII/ o, 0. ,•��cerrsF•, i� FNoH . , tc AT__. 10/1111110� March 1, 2019 8400 N. University Drive, Suite 309, Tamarac, FL 33321 T: 954-582-0988 F: 954-582-0989 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TA LE OF CONTENTS INTRODUCTION Coordedontisefina.Aricxelprn.pp..urve. incumeo,ereuuoa lateLaNe roeCityanrn Cult ahmn=maia,rw4nunwio Dr aea,elexa trvalna set h of ACM CceeTn. awful*axtrbn.mknneca a.nae Km+ >eahp-Avv; arc nal n�eava a 1 ••PZ48-299 03/25/19 INVENTORY Existing Land Use and Access Proposed Land Use and Access 3 EXISTING CONDITIONS 4 Roadway System 4 Study Intersections 4 TRAFFIC COUNTS 6 TRIP GENERATION 8 TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT 9 TRAFFIC ANALYSES 11 Future Conditions Traffic Volumes 1 I Level of Service (LOS) Analyses 15 ACCUMULATION ANALYSIS 16 CONCLUSIONS AND RECOMMENDATIONS 17 LIST OF FIGURES FIGURE 1 — Project Location Map 2 FIGURE 2 — Existing Lane Geometry 5 FIGURE 3 — Existing Traffic Counts — AM Peak Hour 7 FIGURE 4 — New Project Trips 10 FIGURE 5 — Background Traffic — AM Peak Hour (Year 2019) 13 FIGURE 6 — Total Traffic with Project — AM Peak Hour (Year 2019) 14 LIST OF TABLES TABLE 1 — Trip Generation 8 TABLE 2 — Project Trip Distribution 9 TABLE 3 — Intersection Capacity / Level of Service Analyses 15 APPENDICES Centner Academy Traffic Study Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk INTRODUCTION Centner Academy is a proposed educational institution planned to be located North Miami Avenue in the City of Miami, Miami Dade County, Florida. The loca of the project site is illustrated in Figure 1 on the following page. Corrotisc awn,w ax** 40.6. mae. evineunrepullarcrisvnlawnzwo,recaa Mat R.bae hawing hacnNanua wN animas wk.. hero Cerae Sie aD[faale dechiooan t ep Eactr'e8 rc tw ne acrrrilapplocabcrtmreakInc Fel.lift, a eo:ormataaarcoat. xaaoe / AZ-18-299 03/25/19 Traf Tech Engineering, Inc. was retained by Centre Academy to conduct a traffic study in connection with this education facility. The subject school will have a maximum of 195 students. This study addresses trip generation and the traffic impacts created by the proposed project on the nearby transportation network. This study is divided into eight (8) sections, as listed below: 1. Inventory 2. Existing Conditions 3. Traffic Counts 4. Trip Generation 5. Trip Distribution and Traffic Assignment 6. Traffic Analyses 7. Accumulation Analysis 8. Conclusions and Recommendations 1 Centner Academy - Traffic Study Traf Tech ENGINEERING, INC. PROJECT LOCATION MAP Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk LEGEND Subject Site FIGURE 1 Centner Academy Miami, Florida 0 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk INVENTORY Existing Land Use NOTICE 1 Cogrule...dstaff ,eawwxrxeeewrit ewcmrcn'netts caec.egimvnuW tbNw L cJa NCGydMarl «t, ft... .FOicamn..91..twto. wwe4eewe a wM� s. lrw row kr.. Ciya aDewa t mr / .�xrreret,d«nta, PZ-18-299 03/25/19 The existing site is currently developed with a three-story building and a vacant adjacent lot with a small structure. Proposed Land Use and Access The site will be developed with an education facility housing 195 students. The school will operate with three shifts. The first Shift will operate from 7:00 AM to 1:00 PM and will have 64 students, the second shift will operate from 7:45 AM to 2:15 PM and will have 65 students, and the last shift will operate from 8:30AM to 3:00 PM and will have 66 students. The proposed project is anticipated to be built and occupied in the Fall of 2019. Ingress and egress to the site will be provided via two driveways off of NW 42nd Street (one for the underground garage and the other for the surface parking lot). Appendix A contains the proposed site plan for the proposed educational development. As documented in the site plan, the school requires 13 parking spaces and 17 parking stalls are provided (7 underground and 10 at an adjacent parking lot). Hence, the school meets the required number of parking spaces. Additionally, the underground garage has a gate at the lower level. This gate will remain open during the school's morning and afternoon's peak periods. 3 Centner Academy - Traffic Study Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk EXISTING CONDITIONS This section addresses the existing roadway system located in the vicinity of the site and nearby intersections. Roadway System NOTICE IN A°i d7 C Laymeoami1W xin.Sm,..em,.aIota plfcho4,Faadaruwn tWne:ne(a!i Flory of nezmiMe h.d heavy ngerdM. reccarn.G,r aatacd:m PZ-18-299 03/25/19 The roadway system located near the project site includes North Miami Avenue, NW 42nd Street, and NW 46th Street. In the vicinity of the project site, North Miami Avenue is a four -lane facility with a center turn lane oriented in the north -south direction. NW 42nd Street and NW 46th Street are both two-lane facilities oriented in the east -west direction. Nearby Intersections The Centner Academy is anticipated to have the most impacts to the following intersections: 1. North Miami Avenue and NW 42°1 Street (Stop controlled) 2. North Miami Avenue and NW 46th Street (Signalized) Figure 2 shows the existing lane geometry of the intersections surrounding the project site. 4 Centner Academy - Traffic Study Submitted into the public record for item(s) PZ.5 City Clerk • -„,ti :ii, ,045_, .4 . , irlif„.aolit. p04.11.:144ii.., :::1:":111:1.11'it?,4:-.:::1144,:ry:: n6):.17:ki,tiit..„::vIE:411,1:. _...,....tt..... - •" 7.— q ,.., N • '-'. i, '11 vc li -,. _ ., , li • x ._ .441•147): 4 ‘ •'' r:,,s,‘ .-.L., - ,- - - ' - ,„__• , ,,,c. „ ''.* •-1 _ ,, -. ,,i -.0, , .•; .--- ---.> - - - •••• -1. — -- '• , -1 ' . ' • '.... ' - '' .1.. • "1 '''- t- - 2 ,,....6. --, lips ... ri = - ,-,:. ...t 1- .. , , • RI # ji '. .P.s,-,: 6 - il I Y , ,--' , • - " Treaf Tedi ENGINEERING, INC. EXISTING LANE GEOMETRY Left -Turn Lane Through Lane Right -Turn Lane r 00 FIGURE 2 Centner Academy Miami, Florida ORpUBLI Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TRAFFIC COUNTS Traf Tech Engineering, Inc., in association with Video Data Solutions collected data at the following intersections: 1. North Miami Avenue and NW 42nd Street (Stop controlled) 2. North Miami Avenue and NW 46th Street (Signalized) NOTICE Coenaleicmoisttlltdeninclausprral � t cm+.ab m a. Malvrs.rwnaa e a wmil fora R�b'�9hax�Wimw/i Nine rWpla�rd h�tl lspC��y(d M9emi1ii��rAR9 RR�AElI Rnlnurblal or a f rollotion Z-18-299 T `3/25/19 Q‘� RFV I E w Cps` The intersection turning movement counts performed by Video Data Solutions were collected on Tuesday, July 24, 2018 during the AM peak period (7:00 AM to 9:00 AM). Figure 3 summarizes the results of the intersection turning movement counts undertaken during the AM peak hour. Appendix B contains the intersection turning movement counts, as collected in the field. 6 Centner Academy - Traffic Study r Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk EXISTING TRAFFIC COUNTS — AM Peak Hour ENGINEERING, INC. — ? Left -Turn Lane ---N. Through Lane - , Right -Turn Lane FIGURE 3 Centner Academy Miami, Florida pUBL/cy Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Q TRIP GENERATION Jk9 The trip generation for the proposed school was based on traffic counts collec surrogate school location for trip generation rates. The surrogate school is located at SW 1st Avenue in the City of Miami and the traffic counts can be found in Appendix F. The surrogate school yielded the following trip generation rates during the morning peak hour: NOTICE Carcirtool .,: tTI aaPExn met*wm nnrcpiarcnt rb.i wIncasorrarx Cc....at,..xnm.<aknan.,inim totzmnah.0 bra pMcIKii1ng hacgbnro : trH not IVA htlp Cy'nl aYaWka.*P.. mi .G /6,,dt.. tx xmd SF s'.ftPaaa* arrdo:ism WrdMva aahtl daY.m • 0.51 trips per student in the inbound direction • 0.42 trips per student in the outbound direction l Z-18-299 03/25/19 RfV1EwC Using the above -listed trip generation rates, a trip generation analysis was undertaken for the proposed Centner Academy project. Since the school will have three (3) shifts, traffic associated with the two highest shifts were used for analysis pursposes (the proposed school shifts are 45 minutes apart and therefore, two shifts will occur during a one -hour period). Moreover, each shift was assumed to occur during a 15-minute period and therefore, the school trips associated with two 15-minute periods were doubled in order to reflect the resulting peak hour factor of 0.50. The results of the trip generation analysis are documented in Table 1. TABLE 1 Trip Generation Summary — Driveway Trips Centner Academy Daily AM Peak Hour Trips Land Use Size Trips Ins Out Total School - Shift 1 65 Students - 35 29 64 - Shift 2 66 students - 36 29 66 Total 138 Students - 71 58 129 Trips for Analysis (0.5 PHF) 142 116 258 NOTE: Volumes increased by 5% in order to be conservative. As indicated in Table 1, the proposed school is projected to generate approximately 129 AM peak hour driveway trips (71 inbound and 58 outbound). For analysis purposes, the inbound and outbound trips were doubled in order to reflect a peak hour factor of 0.5. 8 Centner Academy - Traffic Study v�' �Q 0 r Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TRIP DISTRUBUTION AND TRAFFIC ASSIGNMEN The trip distribution and traffic assignment for the project were based on Miam County's Cardinal Distribution information for the study area. Table 2 summarizes t County's cardinal distribution data for Traffic Analysis Zone 393, which is applicable to the school site from the latest SERPM data published by Miami -Dade County. TABLE 2 Project Trip Distribution TAZ # 393 Year Movement NNE ENE ESE SSE SSW WSW WNW NNW 2010 11.60% 5.80% 12.20% 11.10% 15.00% 15.50% 13.80% 15.00% 2040 14.30% 6.80% 5.50% 16.40% 15.40% 15.50% 12.50% 13.50% 2019* 12.32% 6.07% 10.41% 12.51% 15.11% 15.50% 13.45% 14.60% Note: * Interpolated Values Source: Miami -Dade County (2040 SERPM) Based on the above, the following traffic assignment was assumed for the proposed development: • 27% to and from the north via N. Miami Avenue • 28% to and from the south via N. Miami Avenue • 6% to and from the east via NE 46 Street • 11% to and from the east via NE 42 Street • 13% to and from the west via NW 46 Street • 15% to and from the west via NW 42 Street The new AM peak hour traffic generated by the school was assigned to the nearby transportation network using the traffic assignment documented above. The new project traffic assignment is summarized in Figure 4. For purposes of this traffic study, all trips were assigned to one driveway in order to assess impacts with a conservative approach. ,Lae NOTICE Conn .i� bna,�s app.. me. e.maa„ rawaaaavhx Mini 2: w/a ee arid Pali waeay asnilacpkAlcneame04s WaJJodba I Mk �'N9 nzcaCrr Wh (ruin.WiMd htla ay el he mini cctra eievr* hewing aarcremAmity, rszmm,eatr aaeemacmaa /. Z-18-299 / 03/25/19 9 Centner Academy - Traffic Study Tref Tech ENGINEERING, INC. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NEW PROJECT TRAFFIC ASSIGNMENT Weekday New Peak Hour Trips AM NOTE: All trips were assigned to one rrveway in order to assess impacts with a conservative approach. LEGEND 14 new inbound trip 20 new outbound trip 30% percentage FIGURE 4 Centner Academy Miami, Florida Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 1RAFFIC ANALYSIS This section of the study is divided into two (2) parts. The first part cons developing the future conditions traffic volumes for the study area. The second pa includes level -of -service analyses for existing and future conditions. NOTICE CD99+9-9991 sratirtsawinclexespeTre *p.m wren ntrunrNJere su[N MX1 Lm[!e road Myri Pdc hair. harsontru with Ytl res forlr n the Clyof 9:94Akp im-rni rncrWrdrer#w lxxmie ne'tlefeiMpe/ Future Conditions Traffic Volumes P. -18-299 03/25/19 Two sets of future traffic volumes were developed. The first set includes project buildout conditions without the proposed project and the second set adds the new trips anticipated to be generated by the project. In order to develop year 2019 traffic volumes (project anticipated to be built and occupied by the year 2019), without the proposed project, two separate analyses were undertaken. The first analysis converts the existing peak hour traffic counts collected in the field during the month of July to average peak season conditions. Based on FDOT's Peak Season Factor Category report a factor of 1.05 is required to convert traffic counts collected during the fourth week of July to average peak season conditions (refer to Appendix C). The second analysis includes a growth factor to project 2018 peak season traffic volumes to the year 2019. The only nearby historical traffic count station is located on NE 2nd Avenue. Based on the NE 2nd Avenue traffic count station, traffic volumes appear to have grown at a rate of 6.78% per year. Even though this growth rate appears unreasonably high, the 6.78% growth factor was used in order to assess future traffic projections with a conservative approach and also to accounts for unforeseen approved project (committed trips) that may impact the two study intersections. The future traffic calculations (peak season adjustments, traffic growth, and the traffic associated with the proposed school) for the two study intersections are contained in Appendix D in tabular format. 11 Centner Academy - Traffic Study Submitted into the public record for item(s)pZ_ on 10, j o19 , City Clerk The new trips generated by the school (refer to Figure 4) were added to the 2019 background traffic in order to develop total traffic conditions. Figure 5 includes background traffic only (without the proposed project) and Figure 6 includes the additional traffic anticipated to be generated by the proposed school. PZ-18-299 03/25/19 12 Centner Academy - Traffic Study Traf Tech ENGINEERING, INC. BACKGROUND TRAFFIC — Year 2019 AM Peak Hour Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk LEGEND Left -Turn Lane Through Lane Right -Turn Lane FIGURE 5 Centner Academy Miami, Florida Yir --"'4111111°- ;6111:415r -74i% r-,1111, 1116.44-erliswg& - - *t tivc; - •jjr 1%47,4414. — •;-' _ Traf Tech ENGINEERING, INC. .1...9nds'i4ii, • Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk or Is_ ' P +I If ' -', a 4 - n.... 11 "E' ' `-`N ....- , 1 - 141 , I va,, I.--.ar------- ,..A.,„ •IM , " • I i ik. L . • ' 31 "--.44ft 4. po . i. 14 III g ' A - ,e• t ' 4 , it ..„ • trr - II i ,.. .',.• e 1 1 ' 4' ir I -- TA, i.., .15-3 i 2 et1 • NOTE: All trips were assigned to one • veway in order to assess impacts with a conservative approach. LEGEND Left -Turn Lane Through Lane rar - IF r -Irn'41?' [-fit., Right -Turn Lane SEIM TOTAL TRAFFIC with PROJECT — Year 2019 AM Peak Hour FIGURE 6 Centner Academy Miami, Florida Submitted into the public record for item(s)pZ,5 on 10/24/2019 , City Clerk Level of Service Analyses Intersection capacity/level of service analyses were conducted for the two s NOTICE Can:10mM full ialenNHuta wait gpka fon'rens mrrun rgiiara. ufb F9ttl L&Worex Cityel Mani Crea.vea'. 11. prinka{pld1on.rnaf to Da W.I./ad fora Nalclaa4a: q F:uorAnew. halms attack h the C+rd `L �x aephadedec'rifn-nokrp bolt eh review eaa nna**ricoraeraoIeaYgan 2,xrauere acmf.ve.r or a ernattssaf intersections. The analyses were undertaken following the capacity/level of service procedures outlined in the Highway Capacity Manual (HCM) using the SYNCHRO software. The results of the capacity analyses are summarized in Table 3. As indicated in Table 3, the two study intersections are currently operating adequately and will continue to operate at an acceptable level of service in the year 2019 with the proposed school project in place. At the intersection of N. Miami Avenue and NE 42nd Street, the 95th percentile queue for the northbound left -turn and eastbound approach are projected to be minimal. The driveway off of NE 42nd Street is projected to operate at level of service "A" as a stop -control intersection. Since the results of the level of service and length of queue analysis is very good, supplemental traffic counts when school is back in session does not appear to be warranted (unlikely the level of service results will be unacceptable). Appendix E contains the results of the SYNCHRO analyses. TABLE 3 Intersection Level of Service and 95t" Percentile Queue Results Centner Academy N. Miami Intersection Future Traffic Conditions 2018 Existing 2019 w/o Project 2019 With Project N. Miami Avenue and NE 46 Street A (6.5) A (6.7) A (7.6) N. Miami Avenue and NE 42 Street - EB - WB 95th Percentile Queue NBL 95th Percentile Queue EBT B (11.6) A (<10) <25 ft <25 ft B (11.7) A (<10) <25 ft <25 ft D (25.9) A (<10) <25 ft 51ft NE 42 Street and Project Driveway - NB - WBL n/a n/a n/a n/a A (9.3) A (7.0) SOURCE: SYNCHRO 10 based on 2010 Highway Capacity Manual 15 Centner Academy - Traffic Study Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ACCUMULATION ANALYSIS NOTICE Corn*. of AO winc ,pen* protionmeets n tirunae}*UIlaa'aas Wert L.nda neat, d Max Cale«*. Rh aamaaro;azenv.4 nevi aa. anoehoafor a f nach.++y n arcnavraein aanarxn wrorn hue C) o 'ZYtapYable Oaknn+reknat ti A miew n.a.,ma.fikamnr..ewoaheal, NC let. lawe asu.maa.or aanaeaaaa A vehicle accumulation study was conducted for the 66-student school's afternoon pick-up period. The vehicle accumulation analysis was based on the results vehicle stacking counts conducted by Traf Tech Engineering, Inc. at a South Florida school. Based on vehicles counts conducted at another school, we noted that during the PM peak period, 600 students resulted in 104 accumulated vehicles (actual count of parked vehicles and vehicles in queue), without buses. This figure results in a maximum vehicle accumulation of approximately 17.33 percent of the total number of students (104 divided by 600), which is consistent with other school accumulation studies where the total number of accumulated vehicles range between 15 and 20 percent of the school population. Then 66 students (shift with highest number of students) would theoretical result in approximately 12 vehicles (parked and in queue). Since the Centner Academy is designed to accommodate at least 29 vehicles', stacking can be managed on site during the PM peak hour with three end times. The site can accommodate 7 parked vehicles on the basement, approximately 8 vehicles in queue on the basement, approximately 4 vehicles in queue at the driveway and 10 parked vehicles at the surface parking lot for a total on -site vehicle accumulation capacity of approximately 29 vehicles (7 + 8 + 4 + 10). PZ-18-299 03/25/19 16 Centner Academy - Traffic Study Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk CONCLUSIONS Centner Academy is a proposed educational institution planned to be located North Miami Avenue in the City of Miami, Miami Dade County, Florida. The s addresses trip generation and the traffic impacts created by the proposed project on the nearby transportation network. NOTICE Comae. f.ntLreJewY twefeemso,flc fonmeeb vicvn regtoen No. Ab+l 3:adatnc@,a Uas Co x.at,llt No. av�cnw wno.. hthJailor pdc 1.401 mn9iwhalf.. ea: brA h IN Citya •..erg.• **SA Ar nim awe c1*,n&f 2w ,aadn1 The site will be developed with an education facility housing 195 students. The school will operate with three shifts. The first Shift will operate from 7:00 AM to 1:30 PM and will have 64 students, the second shift will operate from 7:45 AM to 2:15 PM and will have 65 students, and the last shift will operate from 8:30AM to 3:00 PM and will have 66 students. The proposed school is anticipated to be built and occupied in the Fall of 2019. Ingress and egress to the site will be provided via two driveways off of NW 42nd Street (one for the underground garage and the other for the surface parking lot). The conclusions of the traffic study are presented below: o In order to better manage traffic impacts, three start times and three end times should be implemented separated by at least 45 minutes in order to minimize overlapping of trips between shifts. With three shifts separated by 45 minutes between them, the proposed school is projected to generate approximately 129 AM peak hour driveway trips (71 inbound and 58 outbound). o The two study intersections are currently operating adequately and will continue to operate at an acceptable level of service in the year 2019 with the proposed school in place. At the intersection of N. Miami Avenue and NE 42nd Street, the 95th percentile queue for the northbound left -turn and eastbound approach are projected to be minimal. 3l$Z-18-299 03/25/19 17 Centner Academy - Traffic Study Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NOTICE Corruleion oltelisterelnciatesFe-e.pprcalionmai rtrvwn rcabrf u Leda Mali L a cia re at, d OM.. Colony. a TN; apkiw i n bfY 1htltlbra pDlc hrrMq`cmd:tron h 4Yna ankel, toe p,M . awnl 41:6aeanc hpnlc hafttrial dads. rcez aC !Owa cma cr.11*x and/ark. f7 A O AAA o The driveways off of NE 42nd Street are projected to operate at level of s "A" as a stop -control intersection. o It is recommended that the school implement three start times and three end times separated by 45 minutes. With three shifts, on -site vehicle accumulation is projected to occur within the boundaries of the school (no queues are projected to spill onto the public streets). The traffic operations for the school is depicted in Figures 7a and 7b. 18 Centner Academy - Traffic Study LEGEND — Parent's Traffic Flow • Staff for drop-off/pick-up Traffic Control Personnel Traf Tech ENGINEERING, INC. Surface Parking Lot '4ti NW 42STREET r F�UV i e� To Underground Drop-off / Pick-up & Staff Parking qklig ,3m1 Submitted into the public record for item(s) on 10/24/2019 , City Clerk TRAFFIC OPERATIONS PLAN PZ-18-2 03/25/19 FIGURE 7a Centner Academy Miami, Florida 105 feet Stacking for 4 vehicles Parent's Traffic Flow ® Staff for drop-off/pick-up Traffic Control Personnel Tref Tech ENGINEERING, INC. TRAFFIC OPERATIONS PLAN Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk FIGURE 7b Centner Academy Miami, Florida a • Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 0 - _ • ' I A W10 114 0,ve pl.) BL. IC — Q-. 0 Q 1- Q 1-- -< Cardex, a ad( re.,e,..mcnx"..W....., • rrvInurnrueerov,rd, ,t-cOot e 07 rnicalenn avpucadetwJa reed ictel.kd pticho,..2 nrscrlareedas-wirrx.h.hiltrottid • >4.6 C44...T.PC.alia ese/ko.n..rq „ tP . 44 A'4,.e• -*S2 -VIEW C.--•n Submitted into the public record for item(s)pZ,5 on L24_ /2p19 , City Clerk NOTICE PZ-18-299 03/25/19 W U ADJACENT PROPERTY: 15NW TI ST USE - Tit ADJACENT AOPERTY: SIDOV O ST SA' .r WIDE ACCESS ISLE SPA S% ADJACENT PROPERTY: 31 W N MIAMI AVE 100 ET. LOT 115E: T5.0 ®20 NW 42N1, STREET PARKW SITE scAJE ow. SUBJECT PROPERTY: 10 NW KIND STREET 1.200S.F. LOT USE: TI-L SPA R WIDEDRIVE .=> AY W-0' PARAIW SETBACK WA' NORTH YIAMI AVENJE VIMAIIMUJNO Submitted into the public record for item(s) PZ,5 on 10 24 2019 , City Clerk NOTICEwar m, )YN5LICIAIA4311400a+ti1{eagH11 aovero-ciW ibkr :Nab PZ-18-299 t 03/25/19 W J Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Intersection Turning Movement and Si nal Timin c,0R PUBLIC' O �O �iy _ ltiyri Gom.7v apY Cbpcictw,�.9c-3vaHnnw' Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Traf Tech Engineering Inc. File Name : Site Code : 0 Start Date : 7/24 Page No : 1 Groups Printed- Autos - Heavv Vehicles 0.0 NOTICE r1 . bra'. reel 9 Aii•1 iiN A I,,c 1 9 V. 9\' 14-VIEW CO ' St N Miami Ave From North NE 42nd Street From East N Miami Ave From South NE 42nd Street From West tart Time Right I Thru I Left l U-Tums I App. Total Right I Pau I Left I U-Turns App. Total Right I Tint I Left I U-Tums I App. Total Right I Tiro I Le I U-Tums I App. Total Int. Total 07:00 0 131 0 0 131 0 0 0 0 0 58 1 0 59 3 0 0 3 193 07:15 5 182 0 0 187 0 0 0 0 0 57 1 0 58 2 0 1 3 248 07:30 2 245 0 0 247 0 0 0 0 0 55 0 0 55 3 0 1 4 306 07:45 3 238 0 0 241 0 0 0 0 0 60 0 0 60 2 0 1 3 304 Total 10 796 0 0 806 0 0 0 0 0 230 2 0 232 10 0 3 13 1051 08:00 1 258 0 0 259 0 0 0 0 0 82 0 0 82 2 0 0 2 343 08:15 1 248 0 0 249 0 0 0 0 0 68 0 0 68 1 0 0 1 318 08:30 1 324 0 0 325 0 0 0 0 0 84 2 0 86 4 0 0 4 415 08:45 1 303 0 0 304 0 0 0 0 0 80 2 0 82 4 0 0 4 390 Total 4 1133 0 0 1137 0 0 0 0 0 314 4 0 318 11 0 0 11 1466 Grand Total 14 1929 0 0 1943 0 0 0 0 0 544 6 0 550 21 0 3 24 2517 Apprch % 0.7 99.3 0 0 0 0 0 0 98.9 1.1 0 87.5 0 12.5 Total % 0.6 76.6 0 0 77.2 0 0 0 0 0 21.6 0.2 0 21.9 0.8 0 0.1 1 Autos 14 1909 0 0 1923 0 0 0 0 0 0 529 5 0 534 20 0 3 0 23 2480 % Autos 100 99 0 0 99 0 0 0 0 0 0 97.2 83.3 0 97.1 95.2 0 100 0 95.8 98.5 ieavy Vehicles Heavy Vehicles 0 1 0 0 1 0 0 0 0 0 0 2.8 16.7 0 2.9 4.6 0 0 0 4.2 1.5 Traf Tech Engineering Inc. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk File Name . Site Code : 0 Start Date : 7/24 Page No : 2 N Miami Ave From North Start Time ik Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 ik Hour for Entire Intersection Basin at 08:00 Right I Thru I Left I u-Turns I App. Total NE 42nd Street From East Rat 1 Thru 1 Left 1 u-Turn: I App. Total N Miami Ave From South Right I Thad Left I U-Tume I App. Total NE 42nd Street From West Right 1 Thru I Left I U-Tuns I App. Total Int Total I 08:00 1 258 - 0 0 259 0 0 0 0 0 0 82 0 0 82 2 0 0 0 2 343 08:15 1 248 0 0 249 0 0 0 0 0 0 68 0 0 68 1 0 0 0 1 318 08:30 1 324 0 0 325 0 0 0 0 0 0 84 2 0 86 4 0 0 0 4 415 08:45 1 303 0 0 304 0 0 0 0 0 0 80 2 0 82 4 0 0 0 4 390 Total Volume 4 1133 0 0 1137 0 0 0 0 0 0 314 4 0 318 11 0 0 0 11 1466 % App. Total 0.4 99.6 0 0 0 0 0 0 0 98.7 1.3 0 100 0 0 0 PHF 1.00 .874 .000 .000 .875 .000 .000 .000 .000 .000 .000 .935 .500 .000 .924 .688 .000 .000 .000 .688 .883 Autos 4 1124 0 0 1128 0 0 0 0 0 0 303 3 0 306 10 0 0 0 10 1444 % Autos 100 99.2 0 0 99.2 0 0 0 0 0 0 96.5 75.0 0 96.2 90.9 0 0 0 90.9 98.5 !easy Vehicles Heavy vehicles 0 0.8 0 0 0.8 0 0 0 0 0 0 3.5 25.0 0 3.8 9.1 0 0 0 9.1 1.5 Traf Tech Engineering Inc, Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk File Name : Site Code : 0 Start Date : 7/24 Page No : 3 00 303 11 N Miami Ave In 1128 9 11137 Total 1431 20 1451 4 0 4 1124 9 1133 0 0 0 0 0 Right Tr Left U-Turns Peak Hour Data Peak Hour Begins at 08:00 Autos Heavy Vehicles Turn, 0 0 0 1440 22 1462 Out In Total N Miami AVn 1134 10 1144 NOTICE 1 Merrnrndoutalratankr fi N 25119 St tart Time 07:00 07:15 07:30 07:45 N Miami Ave From North Right I Thru I Left I Peds I App. Total O 0 0 0 0 O 0 0 1 1 O 0 0 1 1 O 0 0 1 1 Total 0 0 0 3 08:00 0 0 0 0 08:15 0 0 0 0 08:30 0 0 0 0 08:45 0 0 0 0 Total 0 0 0 0 Grand Total 0 0 0 3 Apprch % 0 0 0 100 Total % 0 0 0 18. 18.8 rat' Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ech Engineerhiig Groups Printed- Peds NE 42nd Street From East Right I Tlru I Left I Peels I App. Total O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 >«eo File Name : Site Code : 0 Start Date : 7/24 Page No :1 NOTICE \. ittattlediNIMIU.fioo 17@vl N 25/19 N Miami Ave From South Right I Tlru I Len I Pads I App. Total O 0 0 4 4 O 0 0 1 1 0 0 0 1 1 0 0 0 1 1 O 0 0 7 7 O 0 0 1 1 O 0 0 1 1 0 0 0 1 1 O 0 0 2 2 O 0 0 5 5 O 0 0 12 12 O 0 0 100 0 0 0 75 75 NE 42nd Street From West Right Thru I Left I Pads I App. Total O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 0 0 1 1 0 0 100 0 0 6.2 6.2 St Int. Total I 4 2 2 2 10 1 1 2 2 6 16 Submitted into the public record for item(s) PZ.5 on 10/24/2019 City Clerk Traf Tech Engineering Inc. File Name : Site Code : 0 Start Date : 7/24 Page No : 1 Groups Printed- Autos - Heavv Vehicles NOTICE (.-.c '1i �AINA .... d a N ..t St N Miami Ave From North NE 46th Street From East N Miami Ave From South NE 46th Street From West tart Time Right I -rim,I Left I U-Tums I App. Total Right I Tiro I Left I U-Turns App. Total Right I Thru I Lott I U-Turs I App. Total Right I Tint Lan I U-Turns I App. Total Int. Total 07:00 5 138 2 0 145 0 0 0 0 0 1 54 0 0 55 6 3 4 0 13 213 07:15 4 160 0 0 164 0 2 2 0 4 5 50 2 0 57 7 1 3 0 11 236 0730 7 215 1 0 223 1 2 2 0 5 2 45 3 1 51 8 0 8 0 16 295 07:45 1 235 2 0 238 1 0 0 0 1 4 59 3 0 66 15 6 5 0 26 331 Total 17 748 5 0 770 2 4 4 0 10 12 208 8 1 229 36 10 20 66 1075 08:00 5 243 4 0 252 0 0 3 0 3 1 68 3 0 72 7 4 7 18 345 08:15 4 236 2 0 242 2 1 1 0 4 3 61 2 0 66 9 5 9 23 335 08:30 6 277 4 0 287 0 2 3 0 5 5 68 4 0 77 10 3 6 19 388 08:45 6 274 3 0 283 1 0 2 0 3 2 60 3 0 65 7 3 8 18 369 Total 21 1030 13 0 1064 3 3 9 0 15 11 257 12 0 280 33 15 30 78 1437 Grand Total 38 1778 18 0 1834 5 7 13 0 25 23 465 20 1 509 69 25 50 144 2512 Apprch % 2.1 96.9 1 0 20 28 52 0 4.5 91.4 3.9 0.2 47.9 17.4 34.7 Total % 1.5 70.8 0.7 0 73 0.2 0.3 0.5 0 1 0.9 18.5 0.8 0 20.3 2.7 1 2 5.7 Autos 36 1742 16 0 1794 5 7 13 0 25 23 458 20 1 502 69 25 50 0 144 2465 % Autos 94.7 98 88.9 0 97.8 100 100 100 0 100 100 98.5 100 100 98.6 100 100 100 0 100 98.1 eery Vehicles Heavy Vehicles 5.3 2 11.1 0 2.2 0 0 0 0 0 0 1.5 0 0 1.4 0 0 0 0 0 1.9 Traf Tech Engineering N Miami Ave From North Start Time ik Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 rk Hour for Entire Intersection Begins at 08:00 Right I Thru I Left I u-rome I APP. Total NE 46th Street From East Right I Thru I Len I U-Tums I APP. Total Submitted into the public record for item(s) pZ,S on 10/24/2019 , City Clerk NOTICE ceea ^ter do; mr sflab y :.S b,,k:C,d >�r...swa�w.c..erwo.a,w.cw var�4==.i71: File Name : Site Code : 0 Start Date : 7/24 Page No : 2 ?r3i•78e; N N 25/19 N Miami Ave From South Right I T ru I Left I U-Turns I App. Total NE 46th Street From West Po9ht I Thru I Left 1 U-Tums 1 App. Total St Int. Total I 08:00 5 243 4 0 252 0 0 3 0 3 1 68 3 0 72 7 4 7 0 18 345 08:15 4 236 2 0 242 2 1 1 0 4 3 61 2 0 66 9 5 9 0 23 335 08:30 8 277 4 0 287 0 2 3 0 5 5 68 4 0 77 10 3 6 0 19 388 08:45 6 274 3 0 283 1 0 2 0 3 2 60 3 0 65 7 3 8 0 18 369 iota) Volume 21 1030 13 0 1064 3 3 9 0 15 11 257 12 0 280 33 15 30 0 78 1437 %App. Total 2 96.8 1.2 0 20 20 60 0 3.9 91,8 4.3 0 42.3 19.2 38.5 0 PHF .875 .930 .813 .000 .927 .375 .375 .750 .000 750 .550 .945 .750 .000 .909 .825 .750 .833 .000 .848 .926 Autos 20 1010 11 0 1041 3 3 9 0 15 11 253 12 0 276 33 15 30 0 78 1410 % Autos easy Vehicles 95.2 98.1 84.6 0 97.8 100 100 100 0 100 100 98.4 100 0 98.6 100 100 100 0 100 98.1 Heavy vehicles 4.8 1.9 15.4 0 2.2 0 0 0 0 0 0 1.6 0 0 1.4 0 0 0 0 0 1.9 Traf Tech Engineering Inc. Submitted into the public record for item(s) pZ,5 on 10/24/z019 , City Clerk File Name : Site Code : 0 Start Date : 7/24 Page No : 3 NOTICE iiiiiimocaumnitva ViratiltilitterArva 'i-N 25119 St Traf Tech Engineering Inc. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk File Name : Site Code : 0 Start Date : 7/24 Page No : 1 M s trq....a eA:aln� �s PtYnvKiaredvi�. werrnmaimaa mate '' i—laWa N B25/19 St N Miami Ave From North NE 46th Street From East N Miami Ave From South NE 46th Street From West tart Time Right I Thru I Left I Peds I App. Total Right I Thru I Lett I Peds I App. Total Right I Tluu I Left I Pads I App. Total Right I Tiro I Left I Pads I App. Total Int. Total I 07:00 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 07:15 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 BREAK 07:45 Total BREAK"' 08:15 08:30 BREAK"' O 0 0 1 O 0 0 2 O 0 0 0 O 0 0 4 0 4 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6 1 O • 0 • 0 2 2I 0 0 0 2 2 I 0 0 0 0 0I 0 0 0 0 0I 4 Total) 0 0 0 3 3l 0 0 0 2 21 0 0 0 0 01 0 0 0 0 01 5 Grand Total Apprch Total % O 0 0 5 5 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 11 0 0 0 100 0 0 0 100 0 0 0 0 0 0 0 0 O 0 0 45.5 45.5 0 0 0 54.5 54.5 0 0 0 0 0 0 0 0 0 0 late: 5/22/2018 teI i PH2 SBT 0 l Phase Bank: Submitted into the public record for item(s)P2,5 on 10/24/2019 City Clerk TOD Schedule Report for 2064: N Miami Av&N 46 St TOD Intersection Schedule Op Mode Plan # CWcle Offset N Miami Av&N 46 St DOW-3 N/A 0 0 N/A PH 3 Splits PH4 PH5 WBT 0 0 0 4 Phase Bank 1 PH6 NBT 0 f PH 7 0 PH 8 EBT 0 g Walk Phase Bank Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 BT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 40 - 27 - 20 0 - 0 - 0 4.4 2 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 ',BT 7 - 7 - 7 16- 16 - 16 7 - 7 - 7 2.5 -2.5 - 2.5 10- 23 - 20 15 - 13 - 10 4 2.3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0. 0 0 0 BT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 40 - 27 - 20 0 - 0 - 0 4.4 2 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 BT 7 - 7- 7 16-16 -16 7 - 7 - 7 2.5-2.5-2.5 10- 23- 20 15- 13-10 4 2.3 Page 1 of 2 6.9O°ftrF PZ-18-2j 03/25/� Last In Service Date: unknown Permitted Phases Default External Permit 0 External Permit 1 External Permit 2 12345678 -2-4-6-8 Ime: AM I late: 5/22/2018 TOD Schedule Report for 2064: N Miami Av&N 46 St urrent Cycle 1 2 - SBT Green Time 7 8 EBT Ring Offset Offset 3 4 - WBT 5 6 - NBT Schedule Plan 3 80 0 42 0 26 0 42 0 - 26 0 8 5 120 0 76 0 32 0 76 0 32 0 78 9 130 0 86 0 32 0 86 0 32 0 66 12 75 0 43 0 20 0 43 0 20 0 40 13 110 0 69 0 29 0 69 0 29 0 52 14 90 0 53 0 25 0 53 0 25 0 2 19 90 0 53 0 25 0 53 0 25 0 32 20 110 0 66 0 32 0 66 0 32 0 34 21 120 0 69 0 39 0 69 0 39 0 36 22 100 0 62 0 26 0 62 0 26 0 24 ent Time of Day Function Function Settinas * Day of Week TOD OUTPUTS SuM T W ThF S PERMIT ----- M T W ThF PERMIT-----2- MTWThF PERMIT ----- MTWThF PERMIT----3-- MTWThF Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Time 0000 0600 0600 1000 1000 1200 1300 1500 1800 1900 2200 2200 Time: AM F S 19 KfVjEW COM S 3 W Th F 5 MTWThF 20 Su S 9 MTWThF 21 Su 5 12 MTWThF 22 Su S 13 MTWThF S 14 MTWThF Free Su S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 PERMIT 0600 PERMIT 1000 PERMIT 1500 PERMIT 1900 PERMIT 1900 PERMIT Settings * Day of Week SuMTWThFS Su S M TWThF ---2- MTWThF --- MTWThF ----3-- MTWThF ----3— Su 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 Phase eCALL 3 k�7t..irett Direction Head No. Dwell 1 !dashing Operation 1 AN C i lloN chec'<e " •e"h4^-6,) vcz Blank12 SIGNAL OPERATING PLAN Ped Heads Page 1 Miami -Dade County Public Works Department tv n Date MIAMI G ST 6(:12,‘1 a ' Places n ervrce .z? 1� �sing. o. AssetNumber d Date By S 0 - record v 0 U an 0 N 0 i-i O Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk NDIX C Historical Traffic Counts, Peak and Conversion Factors 4 OLI npUB 14) .44(5) d'reie 0 0 Ct- 0 O. 4 . r 3F0?-4Sw, 41+x., -1 area trc zrat f•-, imitren alc may OM 01 - J1 - Iv ilk 44, IPE V! EW C.:3° - , Submitted into the public record for item(s)pZ5 on 10/24/2019 , City Clerk FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT COON 'Y: 87 - MIAMI-DADE SITE 7066 - NE/SE 2ND AVE 100 FT SOUTH OF NE 51ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2017 12000 F N 5800 S 6200 9.00 55.00 3.30 2016 11600 C N 5600 S 6000 9.00 54.50 3.30 2015 9300 F N 3400 S 5900 9.00 54.70 16.40 2014 9000 C N 3300 S 5700 9.00 54.50 16.40 2013 9400 E N 4700 S 4700 9.00 52.40 5.20 2012 9000 S N 4500 S 4500 9.00 55.70 5.80 2011 9200 F N 4600 S 4600 9.00 55.10 4.50 2010 9400 C N 4700 S 4700 8.98 54.08 4.40 2009 11000 C N 5500 S 5500 8.99 53.24 3.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES War. Ilaiel.basre...90.1.4.100. PZ-18-299 03/25/19 Average Daily Traffic (Vehicles/Day) Traffic Trends - V2.0 NE/SE 2ND AVE —100 FT SOUTH OG NE 51 ST PIN# Location 35000 30000 - 25000 - 20000 - 15000 - 10000 - 5000 - 0 0 1 t ObservedCount Fitted Curve 2013 2018 2023 2028 Year 2033 **Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2017 to Design Year): Printed: 780 75.37% 8.91% 6.78% 31-Jul-18 Straight Line Growth Option 2038 County: Station #: Highway: Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Miami -Dad: 7066 NE/SE 2ND A Traffic (ADT/ Year Count* Tren 2013 2014 2015 2016 2017 9400 9000 9300 11600 12000 8700 9500 10300 11000 11800 2017 Opening Year Trend 11800 2018 Mid -Year Trend 12600 2019 Design Year Trend 13400 TRANPLAN Forecasts/Trends *Axle -Adjusted dapUBLI 2.17 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL ::APEGORY: 8700 MIAMI-DADE NORTH *1) *1. *1'_ *13 *1 *1) *1) *1: *13 *2 2. 2 2 2i 2'. 2: 2% 2: 2: 3) 3i. 3' s=. 3i 3 37 3 3) 4? 4. 4? 43 41 4 4 47 43 4)) 5) 5, 5 53 DATES 01/01/2017 01/08/2017 01/15/2017 01/22/2017 01/29/2017 02/05/2017 02/12/2017 02/19/2017 02/26/2017 03/05/2017 03/12/2017 03/19/2017 03/26/2017 04/02/2017 04/09/2017 04/16/2017 04/23/2017 04/30/2017 05/07/2017 05/14/2017 05/21/2017 05/28/2017 06/04/2017 06/11/2017 06/18/2017 06/25/2017 07/02/2017 07/09/2017 07/16/2017 07/23/2017 07/30/2017 08/06/2017 08/13/2017 08/20/2017 08/27/2017 09/03/2017 09/10/2017 09/17/2017 09/24/2017 10/01/2017 10/08/2017 10/15/2017 10/22/2017 10/29/2017 11/05/2017 11/12/2017 11/19/2017 11/26/2017 12/03/2017 12/10/2017 12/17/2017 12/24/2017 12/31/2017 * ?EAK SEASON SF MOCF: 0.96 PSCF - 01/07/2017 - 01/14/2017 - 01/21/2017 - 01/28/2017 - 02/04/2017 - 02/11/2017 - 02/18/2017 - 02/25/2017 - 03/04/2017 - 03/11/2017 - 03/18/2017 - 03/25/2017 - 04/01/2017 - 04/08/2017 - 04/15/2017 - 04/22/2017 - 04/29/2017 - 05/06/2017 - 05/13/2017 - 05/20/2017 - 05/27/2017 - 06/03/2017 - 06/10/2017 - 06/17/2017 - 06/24/2017 - 07/01/2017 - 07/08/2017 - 07/15/2017 - 07/22/2017 - 07/29/2017 - 08/05/2017 - 08/12/2017 - 08/19/2017 - 08/26/2017 - 09/02/2017 - 09/09/2017 - 09/16/2017 - 09/23/2017 - 09/30/2017 - 10/07/2017 - 10/14/2017 - 10/21/2017 - 10/28/2017 - 11/04/2017 - 11/11/2017 - 11/18/2017 - 11/25/2017 - 12/02/2017 - 12/09/2017 - 12/16/2017 - 12/23/2017 - 12/30/2017 - 12/31/2017 1.07 1.04 1.01 1.00 0.99 0.98 0.97 0.97 0.96 0.95 0.95 0.95 0.96 0.96 0.97 0.97 0.97 0.97 0.97 0.97 0.98 0. 98 0.99 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.04 1.07 1.11 1.14 1.12 1.10 1.08 1.06 1.04 1.05 1.06 1.07 1.07 1.07 1.07 1.07 1.07 1.05 1.03 1.01 1.11 1.08 1.05 1.04 1.03 1.02 1.01 1.01 1.00 0.99 0.99 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.03 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.08 1.11 1.16 1.19 1.17 1.15 1.13 1.10 1.08 1.09 1.10 1.11 1.11 1.11 1.11 1.11 1.11 1.09 1.07 1.05 02-MAR-2018 15:35:06 830UPD 46) NOTICE o O h. 1 T-.pcWGe*dc - mtrCbot! rste PZ-18-299 03/25/19 RFVIEW CO Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 6_8700_PKSEASON.TXT Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk �... Cocked, Th, a5r7111.0.icnrY teed to x c3'.dlNtea Cod.Ts cpe]m 3rsanming tet,9 .. . ?maz �Y rept. to Jxmxkr. APPENDIX DIX D Projected Turning Movement Volumes FUTURE TURNING MOVEMENT VOLUME ANALYSIS N. Miami Avenue and NW 46 Street AM Peak Hour Submitted into the public record for item(s) PZ,S_ on _ 10/24/2019 , City Clerk ,�Q� fig` IC NF9�/� C a/ r a NOTICE ..;sr,m;eta ate, PZ-18-299 Description N. Miami Avenue Northbound Left Through Right N. Miami Avenue Southbound Left Through Right NW 46 Street Eastbound Left Through Right N 'rRFy West. •, Left Through Right Existing Traffic (7/24/2018) 12 257 11 13 1,030 21 30 15 33 9 3 3 Season Adjustment Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2018 Peak Season Traffic 13 270 12 14 1,082 22 32 16 35 9 3 3 Annual Growth Rate 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 2019 Background Traffic 13 288 12 15 1,155 24 34 17 37 10 3 3 School 15 32 7 39 18 9 2019 Total Traffic 28 320 19 15 1,194 24 34 17 55 19 3 3 Traf Tech ENGINEERING, INC. FUTURE TURNING MOVEMENT VOLUME ANALYSIS N. Miami Avenue and NW 42 Street (N) AM Peak Hour Submitted into the public record for item(s)pZ,5 on 10/24/2019 , City Clerk OR PUBL1c NOTICE \PZ-18-299 nai°�i4u Description N. Miami Avenue Northbound Left Through Right N. Miami Avenue Southbound Left Through Right NW 42 Street Eastbound Left Through Right N P4,4.. West•, Left Through Right Existing Traffic (7/24/2018) 4 310 0 0 1,133 4 0 0 11 0 0 0 Season Adjustment Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2018 Peak Season Traffic 4 326 0 0 1,190 4 0 0 12 0 0 0 Annual Growth Rate 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 2019 Background Traffic 4 348 0 0 1,270 4 0 0 12 0 0 0 School 55 66 54 45 2019 Total Traffic 59 348 0 0 1,270 70 54 0 57 0 0 0 1 Traf Tech ENGINEERING, INC. FUTURE TURNING MOVEMENT VOLUME ANALYSIS N. Miami Avenue and NW 42 Street (S) AM Peak Hour Submitted into the public record for item(s)pZ5 on 10/24/2019 City Clerk NOTICE PZ-18-299 /, Description N. Miami Avenue Northbound Left Through Right N. Miami Avenue Southbound Left Through Right NW 42 Street Eastbound Left Through Right N fr4,4. - Westb•- Left Through - Right Existing Traffic (7/24/2018) 314 0 0 1,137 0 0 0 0 0 0 Season Adjustment Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2018 Peak Season Traffic 0 330 0 0 1,194 0 0 0 0 0 0 0 Annual Growth Rate 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 2019 Background Traffic 0 352 0 0 1,275 0 0 0 0 0 0 0 School 39 13 32 16 2019 Total Traffic 0 391 0 13 1,307 0 0 0 0 0 0 16 Traf Tech ENGINEERING, INC. FUTURE TURNING MOVEMENT VOLUME ANALYSIS NW 42nd Street and Project Driveway AM Peak Hour Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk NOTICE »ate \PZ 18299 Description Left Driveway Northbound Through Right Southbound Left Through Right NW 42 Street Eastbound Left Through Right Left N R f West. • IEW Through Right Existing Traffic (7/24/2018) 0 0 11 0 0 8 Season Adjustment Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2018 Peak Season Traffic 0 0 0 0 0 0 0 12 0 0 8 0 Annual Growth Rate 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 2019 Background Traffic 0 0 0 0 0 0 0 12 0 0 9 0 School 17 99 21 121 2019 Total Traffic 17 0 99 0 0 0 0 12 21 121 9 0 Traf Tech ENGINEERING, INC. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk n ersec on apaci rnreunconies,d�a:m .a ce,nia rctAy royrs�-e:um P'_r L'st rcG/N piaNh1f gnrm::EK wS�m ox:3.i11iS .Karr e.Tz: 2¢wthwiresrgIorA e:NaO Hari[mnT +W�vpric Gcryh:fjxJmie HCM 2010 Signalized Intersection Summary 101: N. Miami Avenue & NW 46 Street Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk rririnumcq.crwrGurett Mori 2:ae/a MOtydMa N CC6k, ll M:amnKpinnmv9re lto WN/uE fa Pek Wing haxwAerowith -zirox ml AhtM Ufa t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB Lane Configurations <•i fj' 1 Traffic Volume (veh/h) 32 16 35 9 3 3 13 270 12 14 1082 22 Future Volume (veh/h) 32 16 35 9 3 3 13 270 12 14 1082 22 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 35 17 38 10 3 3 14 293 13 15 1176 24 Adj No. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 105 40 61 151 45 29 380 2593 115 866 2664 54 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.75 0.75 0.75 0.75 0.75 0.75 Sat Flow, veh/h 473 438 666 858 487 310 464 3453 153 1068 3547 72 Grp Volume(v), veh/h 90 0 0 16 0 0 14 150 156 15 587 613 Grp Sat Flow(s),veh/h/In 1577 0 0 1655 0 0 464 1770 1836 1068 1770 1850 Q Serve(g_s), s 2.8 0.0 0.0 0.0 0.0 0.0 0.9 1.9 1.9 0.3 10.0 10.0 Cycle Q Clear(g_c), s 4.4 0.0 0.0 0.7 0.0 0.0 10.9 1.9 1.9 2.2 10.0 10.0 Prop In Lane 0.39 0.42 0.62 0.19 1.00 0.08 1.00 0.04 Lane Grp Cap(c), veh/h 207 0 0 225 0 0 380 1329 1379 866 1329 1389 V/C Ratio(X) 0.43 0.00 0.00 0.07 0.00 0.00 0.04 0.11 0.11 0.02 0.44 0.44 Avail Cap(c_a), veh/h 559 0 0 557 0 0 380 1329 1379 866 1329 1389 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 0.0 0.0 33.7 0.0 0.0 5.8 2.7 2.7 3.0 3.8 3.8 Incr Delay (d2), s/veh 1,1 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.2 0.0 1.1 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back0fQ(50%),veh/In 2.0 0.0 0.0 0.3 0.0 0.0 0.1 0.9 1.0 0.1 5.1 5.3 LnGrp Delay(d),s/veh 36.4 0.0 0.0 33.8 0,0 0.0 6.0 2.9 2.9 3.1 4.8 4.8 LnGrp LOS D C A A A A A A Approach Vol, veh/h 90 16 320 1215 Approach Delay, s/veh 36.4 33.8 3.0 4.8 Approach LOS D C A jk, A Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 67.2 13.8 67.2 Change Period (Y+Rc), s 6.4 * 6.3 6.4 Max Green Setting (Gmax), s 42.0 * 26 42.0 Max Q Clear Time (g_c+I1), s 12.0 2.7 12.9 Green Ext Time (p_c), s 2.5 0.0 0.6 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A 8 13.8 * 6.3 * 26 6.4 0.3 Notes Existing AM Peak Hour Synchro 10 Light Report Timings 101: N. Miami Avenue & NW 46 Street Lane Group EBL EBT Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary 32 32 Perm 16 16 NA 8 9 9 Perm WBT 3 3 NA 4 8 4 8 8 4 4 7.0 29.3 32.3 40.0% 4.0 2.3 7.0 29.3 32.3 40.0% 4.0 2.3 0.0 6.3 None None 8.6 0.11 0.46 29.0 0.0 29.0 C 29.0 7.0 29.3 32.3 40.0% 4.0 2.3 7.0 29.3 32.3 40.0% 4.0 2.3 0.0 6.3 None None 8.6 0.11 0.10 28.9 0.0 28.9 C 28.9 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NBL NBT SBL SBT 13 13 Perm 270 14 1082 270 14 1082 NA Perm NA 6 2 1 Carole. Levet ftintrn requirement .w wn+zwarcaaol a,aly mi nan�ona rood m ware bra \1473Ingm LCelan�ie nnef�iS1F�qllfl�I/a ,_ �aarrrenav anmaeasm 9 03/25/19 6 2 6 6 2 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 2 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 C-Min C-Min C-Min C-Min 63.4 63.4 63.4 63.4 111111111111111.11111.1 0.79 0.79 0.79 0.79 0.04 0.11 0.02 0.43 3.9 3.1 3.4 4.5 0.0 0.0 0.0 3.9 3.1 3.4 4.5 A A A A 3.1 4.5 0.0 1111111111111111111111111111 Cycle Length: 80.7 Actuated Cycle Length: 80.7 Offset: 8 (10%), Referenced to phase 2:SBTL Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 5.8 Intersection Capacity Utilization 48.3% Analysis Period (min) 15 and 6:NBTL, Start of Yellow 19111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111 Intersection LOS: A Splits and Phases: 101: N. Miami Avenue & NW 46 Street ICU Level of Service A T 02 (R) 04 t06 (R) - .38 Existing AM Peak Hour Synchro 10 Light Report Queues 101: N. Miami Avenue & NW 46 Street 4 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 7 4, Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 90 16 14 306 15 1200 v/c Ratio 0,46 0.10 0.04 0.11 0.02 0.43 Control Delay 29.0 28.9 3.9 3.1 3.4 4.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.0 28.9 3.9 3.1 3.4 4.5 Queue Length 50th (ft) 25 6 1 16 2 94 Queue Length 95th (ft) 66 23 7 34 7 161 Internal Link Dist (ft) 480 595 920 194 Turn Bay Length (ft) 100 100 Base Capacity (vph) 515 492 318 2761 824 2772 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.17 0.03 0.04 0.11 0.02 0.43 Cornaleion .iivrnpiarcievd MITI ao/Wt,.araaaare Cad.."Tb...W :Y.1 retl b a. WalJmbra pbkhWy hacco t9no.whaY^Aax gel I l has Cly a/ avm' Cock Tvappkabkax51mmkrg EvflN re* hewn. xrnmear afpaYcrvutq arc m'tivrltivra (rafroa[earn Intersection Summary Existing AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 0ctPUBLIC yF sfi HCM Unsignalized Intersection Capacity Analysis 102: NW 42 Street & N. Miami Avenue oZ 4\ t Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 12 4 326 1190 Future Volume (Veh/h) 0 12 4 326 1190 4 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 0 14 5 370 1352 5 Pedestrians 1 5 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 1000 pX, platoon unblocked 0.88 0.88 0.88 vC, conflicting volume 1550 684 1358 vC1, stage 1 conf vol 1356 vC2, stage 2 conf vol 195 vCu, unblocked vol 1345 357 1126 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 100 97 99 cM capacity (veh/h) 230 557 539 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 4 E nwn rcp.arae um Mut z ar/a ane ay od M amt 1Cmaan; ms Darr!. api.63nAtl ,..ema.ramrefora patio aa+naha wn ar= a.ewi, h uaQ,a wan Coda Tv appb<abin 6.[alcn+n4 rq em/.a maw n oem�a Tr.C.Irnaaepr. Koran n maerguara ar.Ommcnaaor as rrei aasm 11)3/25/19 �+�4.1 REVIEW G0� Volume Total 14 128 247 901 456 Volume Left 0 5 0 0 0 Volume Right 14 0 0 0 5 cSH 557 539 1700 1700 1700 Volume to Capacity 0.03 0.01 0.15 0.53 0.27 Queue Length 95th (ft) 2 1 0 0 0 Control Delay (s) 11.6 0.6 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 11.6 0.2 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 44.6% ICU Level of Service A Analysis Period (min) 15 Existing AM Peak Hour Synchro 10 Light Report HCM Unsignalized Intersection Capacity Analysis 103: N.Miami Avenue & NE 42 Street Movement Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ,�' '� t r� �► 1 WBL WBR NBT NBR SBL SBT Lane Configurations t't, 4+ Traffic Volume (veh/h) 0 0 330 0 0 1194 Future Volume (Veh/h) 0 0 330 0 0 1194 NOTICE coauirxa or mn n..t..rxrwas peat aploa awr meets mr:woRwrmwaw,rariZ arc a rrayoruaai Co* or Olis ooTAI awicaPicoMramro oamomrUaeaa pcapholm harenbowr arwre rxror VI the cly or aaarrCob. Poo appaN.erJM.rbrig Lay al Mom papaayrsnnra:aa<noma acaarw+Nowa comomuamaatraamsm Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 0 0 375 0 0 1357 Pedestrians 5 Lane Width (ft) 12.0 Walking Speed (ftls) 3.5 Percent Blockage 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 1148 pX, platoon unblocked 0.88 vC, conflicting volume 1058 188 375 vC1, stage 1 conf vol 375 vC2, stage 2 conf vol 684 vCu, unblocked vol 803 188 375 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 493 823 1180 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 0 250 125 452 905 Volume Left 0 0 0 0 0 Volume Right 0 0 0 0 0 cSH 1700 1700 1700 1180 1700 Volume to Capacity 0.00 0.15 0.07 0.00 0.53 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15 Existing AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk HCM 2010 Signalized Intersection Summary 101: N. Miami Avenue & NW 46 Street Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations c 4+ tt ini,ti Traffic Volume (veh/h) 34 17 37 10 3 3 13 288 12 15 1155 24 Future Volume (veh/h) 34 17 37 10 3 3 13 288 12 15 1155 24 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 37 18 40 11 3 3 14 313 13 16 1255 26 Adj No. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 106 40 62 158 43 27 352 2598 108 850 2660 55 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.75 0.75 0.75 0.75 0.75 0.75 Sat Flow, veh/h 480 433 663 910 459 293 430 3463 143 1049 3546 73 Grp Volume(v), veh/h 95 0 0 17 0 0 14 159 167 16 626 655 Grp Sat Fiow(s),veh/h/In 1576 0 0 1662 0 0 430 1770 1837 1049 1770 1850 Q Serve(g_s), s 3.1 0.0 0.0 0.0 0.0 0.0 1.1 2.0 2.0 0.3 11.1 11.1 Cycle Q Clear(g_c), s 4.6 0.0 0.0 0.7 0.0 0.0 12.1 2.0 2.0 2.4 11.1 11.1 Prop In Lane 0.39 0.42 0.65 0.18 1.00 0.08 1.00 0.04 Lane Grp Cap(c), veh/h 208 0 0 228 0 0 352 1327 1378 850 1327 1388 V/C Ratio(X) 0.46 0.00 0.00 . 0.07 0.00 0,00 0.04 0.12 0.12 0.02 0.47 0.47 Avail Cap(c_a), veh/h 559 0 0 557 0 0 352 1327 1378 850 1327 1388 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.4 0.0 0.0 33.6 0.0 0.0 6.3 2.8 2.8 3.1 3.9 3.9 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.2 0.0 1.2 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.1 0.0 0.0 0.4 0.0 0.0 0.1 1.0 1.1 0.1 5.7 5.9 LnGrp Delay(d),s/veh 36.5 0.0 0.0 33.7 0.0 0.0 6.5 3.0 3.0 3.1 5.1 5.1 LnGrp LOS D C A A A A A A Approach Vol, veh/h 95 17 340 1297 Approach Delay, s/veh 36.5 33.7 3.1 5.1 Approach LOS D C A A Cs. otnmm*..:rrsnrnre'Wotan meeu nmrnrtpea.cetnti Mori 2:ardor ne OvalM3 ri Co*" MI: ormn xa +w� need m z ed Wied bra pets Katy hscum�wn eaeawr *h*e C*yS ..�* a. rn,aaeawr icmmerchtepr� rdaasa�ramea > Z-1 �299 Timer 1 2 3 Assigned Phs 2 Phs Duration (G+Y+Rc), s 67.2 Change Period (Y+Rc), s 6.4 Max Green Setting (Gmax), s 42.0 Max Q Clear Time (g_c+11), s 13.1 Green Ext Time (p_c), s 2.7 4 13.8 *6.3 * 26 2.7 0.0 6 7 8 6 8 67.2 13.8 6.4 *6.3 42.0 *26 14.1 6.6 0.7 0.3 Intersection Summary HCM 2010 Ctrl Delay 6.7 HCM 2010 LOS A Notes Background AM Peak Hour Synchro 10 Light Report Timings 101: N. Miami Avenue & NW 46 Street Lane Grou Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS EBL EBT 34 17 34 17 Perm NA 8 7.0 29.3 32.3 40.0% 4.0 2.3 7.0 29.3 32.3 40.0% 4.0 2.3 0.0 6.3 None None 8.7 0.11 0.48 29.1 0.0 29.1 C 29.1 WBL WBT 4 10 3 10 3 Perm NA 4 7.0 29.3 32.3 40.0% 4.0 2.3 7.0 29.3 32.3 40.0% 4.0 2.3 0.0 6.3 None None 8.7 0.11 0.10 28.8 0.0 28.8 C 28.8 C Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NBL NBT SBL SBT 13 288 15 1155 13 288 15 1155 Perm NA Perm NA 6 2 6 2 6 6 2 2 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 C-Min 63.2 0.78 0.05 4.1 0.0 4.1 A 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 C-Min 63.2 0.78 0.12 3.1 0.0 3.1 A 3.2 A 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 C-Min 63.2 0.78 0.02 3.5 0.0 3.5 A 7.0 24.4 48.4 60.0% 4.4 2.0 0.0 6.4 C-Min 63.2 0.78 0.46 4.8 0.0 4.8 A 4.8 A Intersection Summary -L,,.. - Cycle Length: 80.7 Actuated Cycle Length: 80.7 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 6.1 Intersection Capacity Utilization 50.4% Analysis Period (min) 15 • 101: N. Miami Avenue & NW 46 Street Intersection LOS: A ICU Level of Service A 02 (R) 4- 04 too (R) r33 -,.,: El: • I I _ _, Background AM Peak Hour Synchro 10 Light Report Queues 101: N. Miami Avenue & NW 46 Street Lane Grou Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBT WBT NBL 95 17 14 0.48 0.10 0.05 29.1 28.8 4.1 0.0 0.0 0.0 29.1 28.8 4.1 27 7 2 68 24 8 480 595 100 516 485 286 0 0 0 0 0 0 0 0 0 0.18 0.04 0.05 NBT 326 0.12 3.1 0.0 3.1 18 36 920 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk SBL 16 0.02 3.5 0.0 3.5 2 7 100 2756 808 0 0 0 0 0 0 0.12 0.02 SBT 1281 0.46 4.8 0.0 4.8 106 180 194 2766 0 0 0 0.46 Intersection Summary Background AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk HCM Unsignalized Intersection Capacity Analysis 102: NW 42 Street & N. Miami Avenue 1 j I Movement EBL EBR NBL NBT SBT Lane Configurations $ t 11 Traffic Volume (veh/h) 0 12 4 348 1270 4 Future Volume (Veh/h) 0 12 4 348 1270 4 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 0 14 5 395 1443 5 Pedestrians 1 5 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 1000 pX, platoon unblocked 0.86 0.86 0.86 vC, conflicting volume 1654 730 1449 vC1, stage 1 conf vol 1446 vC2, stage 2 conf vol 208 vCu, unblocked vol 1427 347 1187 tC. single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 100 97 99 cM capacity (veh/h) 209 552 499 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 aa_ NOTICE Correkian gat! 'view o l ,ea,rrrit. .foame aiemnrrepkobraneurd eb+i 2: area reWd Hams Ccdt arty n* almia{p'szaau9l read K a11albra Wan Cola Tv appiratla lrriimmnrg WO/ -a i ne ne mY a♦TB[ffin x Map. halm R weer Myra hecoaraaimror as MA &am 9 03/25/19 Volume Total 14 137 263 962 486 Volume Left 0 5 0 0 0 Volume Right 14 0 0 0 5 cSH 552 499 1700 1700 1700 Volume to Capacity 0.03 0.01 0.15 0.57 0.29 Queue Length 95th (ft) 2 1 0 0 0 Control Delay (s) 11.7 0.6 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 11.7 0.2 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 46.8% Analysis Period (min) 15 ICU Level of Service Background AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk HCM Unsignalized Intersection Capacity Analysis 103: N.Miami Avenue & NE 42 Street Movement WBL WBR NBT NBR SBL SBT Lane Configurations t in.) `i` Traffic Volume (veh/h) 0 0 330 0 0 1194 Future Volume (Veh/h) 0 0 330 0 0 1194 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 0 0 375 0 0 1357 Pedestrians 5 Lane Width (ft) 12.0 Walking Speed (ft/s) 3.5 Percent Blockage 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 1148 pX, platoon unblocked 0.88 vC. conflicting volume 1058 188 375 vC1, stage 1 conf vol 375 vC2, stage 2 conf vol 684 vCu, unblocked vol 793 188 375 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 497 823 1180 •g: E Cpnde, stall rntr:pnn15pp604e. rinumoi; db 1 uMarl Za�/n tx Gt/of ryal Hall cae.af>.m: Darrilappkationvarwn De wind Fad fora v acumrawu tr res rnw Cla Wars Code Twrppn hbn.nuk, hod,.micMenem.Me:e. TrIlrahnw pfrLYC norrq anc rhMag.a ISOnrenI or or fb 00501 C3/25/19 pirection, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 0 250 125 452 905 Volume Left 0 0 0 0 0 Volume Right 0 0 0 0 0 cSH 1700 1700 1700 1180 1700 Volume to Capacity 0.00 0.15 0.07 0.00 0.53 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15 Background AM Peak Hour Synchro 10 Light Report Timings 101: N. Miami Avenue & NW 46 Street Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk t \ EBL EBT WBL WBT NBL NBT SBL SBT 34 17 34 17 C4.) 19 3 19 3 a 28 320 28 320 15 1194 15 1194 th.. wku.an Zt.no .sngaMean CoNorly Th6 aorrrHa{0iation x9 tooaW h kra Ra�rw1^9 hattamrre van FMrawtM. htlp city of r_ ._. " oiaS g 9 03 / Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary 8 8 4 4 6 6 2 2 8 8 4 4 6 6 2 2 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 29.3 29.3 29.3 29.3 24.4 24.4 24.4 24.4 32.3 32.3 32.3 32.3 48.4 48.4 48.4 48.4 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 6.3 6.3 6.4 6.4 6.4 6.4 None None 9.5 0.12 0.54 32.0 0.0 32.0 C 32.0 C None None C-Min C-Min 9.5 62.4 62.4 0.12 0.77 0.77 0.17 0.11 0.14 30.4 5.4 3.5 0.0 0.0 0.0 30.4 5.4 3.5 C A A 30.4 3.6 C A C-Min 62.4 0.77 0.02 4.0 0.0 4.0 A C-Min 62.4 0.77 0.48 5.5 0.0 5.5 A 5.4 A Cycle Length: 80.7 Actuated Cycle Length: 80.7 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 7.0 Intersection Capacity Utilization 51.5% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 101: N. Miami Avenue & NW 46 Street 02 (R) -4--04 48.4 s i 32.3 s t06 (R)8 48.4s i i .32.3s 1 I Future AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Queues 101: N. Miami Avenue & NW 46 Street -� t b Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 115 27 30 369 16 1324 v/c Ratio 0.54 0.17 0.11 0.14 0.02 0.48 Control Delay 32.0 30.4 5.4 3.5 4.0 5.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.0 30.4 5.4 3.5 4.0 5.5 Queue Length 50th (ft) 37 11 4 22 2 120 Queue Length 95th (ft) 83 33 15 44 8 207 Internal Link Dist (ft) 480 595 920 194 Turn Bay Length (ft) 100 100 Base Capacity (vph) 517 436 265 2711 764 2730 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.06 0.11 0.14 0.02 0.48 Con olebnolwntehwndrrnwritrogcmmmc. mrvm,nrepirmct onlyMIrrit' nndortxat/0 Mrd Cala.flm:aaim,wkY n 41 mod to De Khalaaa 'ma ptktaavg h Y.corluxB Wb Endo, utlrr, n tlp [tyol Mlaei Cdt decision,. r9 miw Ora Ileds. R4 Intersection Summary Future AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk HCM 2010 Signalized Intersection Summary 101: N. Miami Avenue & NW 46 Street v V ` I P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4> 4> '' ivf. `' Traffic Volume (veh/h) 34 17 55 19 3 3 28 320 19 15 1194 Future Volume (veh/h) 34 17 55 19 3 3 28 320 19 15 1194 24 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 37 18 60 21 3 3 30 348 21 16 1298 26 Adj No. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 100 41 90 194 28 18 329 2491 150 799 2606 52 Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.73 0.73 0.73 0.73 0.73 0.73 SatFlow,veh/h 379 378 825 1060 256 165 413 3392 204 1008 3549 71 Grp Volume(v), veh/h 115 0 0 27 0 0 30 181 188 16 647 677 Grp Sat Flow(s),veh/h/In 1581 0 0 1481 0 0 413 1770 1826 1008 1770 1850 Q Serve(g_s), s 3.5 0.0 0.0 0.0 0.0 0.0 2.7 2.5 2.5 0.4 12.4 12.4 Cycle Q Clear(g_c), s 5.6 0.0 0.0 1.2 0.0 0.0 15.1 2.5 2.5 2.9 12.4 12.4 Prop In Lane 0.32 0.52 0.78 0.11 1.00 0.11 1.00 0.04 Lane Grp Cap(c), veh/h 231 0 0 240 0 0 329 1299 1341 799 1299 1359 V/C Ratio(X) 0.50 0.00 0.00 0.11 0.00 0.00 0.09 0.14 0.14 0.02 0.50 0.50 Avail Cap(c_a), veh/h 559 0 0 533 0 0 329 1299 1341 799 1299 1359 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.6 0.0 0.0 32.7 0.0 0.0 7.7 3.2 3.2 3.6 4.5 4.5 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.2 0.0 0.0 0.5 0.2 0.2 0.0 1.4 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50%),veh/In 2.5 0.0 0.0 0.6 0.0 0.0 0.4 1.2 1.3 0.1 6.4 6.7 LnGrp Delay(d),s/veh 35.8 0.0 0.0 32.8 0.0 0.0 8.2 3.4 3.4 3.7 5.9 5.8 LnGrp LOS D C A A A A A A Approach Vol, veh/h 115 27 399 1340 Approach Delay, s/veh 35.8 32.8 3.8 5.8 Approach LOS D C A A Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 65.9 15.1 65.9 15.1 Change Period (Y+Rc), s 6.4 * 6.3 6.4 * 6.3 Max Green Setting (Gmax), s 42.0 * 26 42.0 * 26 Max Q Clear Time (g_c+11), s 14.4 3.2 17.1 7.6 Green Ext Time (p_c), s 4.0 0.6 4.0 0.6 Intersecfion Summar HCM 2010 Ctrl Delay 7.6 nc.,ion of,stcs gMkte pewit sW1 ac., meets rpSarae vow W+i 2: arc/o ne GriotMari Cal; orb. heamdi*Wctionv.® ncedb oe WvCead for ptic feavg I...lina wm rr,ane coaled, n dv Cpy rr re nertrit iaarrieidnor crp'°' aasm REVIEW CO' HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Future AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk HCM Unsignalized Intersection Capacity Analysis 102: NW 42 Street 8, N. Miami Avenue t b Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 54 57 59 348 1270 Future Volume (Veh/h) 54 57 59 348 1270 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 61 65 67 395 1443 Pedestrians 1 5 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTLTWLTL Median storage veh) 2 2 Upstream signal (ft) 1000 pX, platoon unblocked 0.84 0.84 0.84 vC, conflicting volume 1816 768 1524 vC1, stage 1 conf vol 1484 vC2, stage 2 conf vol 332 vCu, unblocked vol 1586 334 1238 tC. single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 69 88 86 cM capacity (veh/h) 198 551 467 0.88 80 o -&?, WJCE com.moist nraxwb�seax*dronbmlonm.m cao.o., ghzc•H.,cxmea rema':*reran., Rik PMKari Cede TV agr.r�Wr Wno;w luMFtlrin/ 'tree. r,.,P,x avp.r..mk MemacxN.amw nesna �rtao_ ronxaxr.aa.cs remaetra r.orrrne Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 126 199 263 962 561 Volume Left 61 67 0 0 0 Volume Right 65 0 0 0 80 cSH 296 467 1700 1700 1700 Volume to Capacity 0.43 0.14 0.15 0.57 0.33 Queue Length 95th (ft) 51 12 0 0 0 Control Delay (s) 25.9 6.2 0.0 0.0 0.0 Lane LOS D A Approach Delay (s) 25.9 2.6 0.0 Approach LOS D Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 Future AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk HCM Unsignalized Intersection Capacity Analysis 103: N.Miami Avenue & NE 42 Street t t �' b Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 16 391 0 13 1307 Future Volume (Veh/h) 0 16 391 0 13 1307 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 0 18 444 0 15 1485 Pedestrians 5 Lane Width (ft) 12.0 Walking Speed (ft/s) 3.5 Percent Blockage 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 1148 pX, platoon unblocked 0.86 vC, conflicting volume 1222 222 444 vC1, stage 1 conf vol 444 vC2, stage 2 conf vol 778 vCu, unblocked vol 925 222 444 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 99 cM capacity (veh/h) 445 782 1112 NaT-ICE carolriooavn kwenrm+++mn.. rt.P.mr� unb� zasla neana$.1 Cock,"Ilt ay. apkalianvainamm xwm,m a. Ntic AWN hxmd:ovwQl+ trgre M b. inW City of Mari ack Tvwttca6la mran-n.,l a*.anwu !s:�eadc,!p!M 1rc mmamra a.0.15m 9 _03/25/197 N;(.• CO Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 18 296 148 510 990 Volume Left 0 0 0 15 0 Volume Right 18 0 0 0 0 cSH 782 1700 1700 1112 1700 Volume to Capacity 0.02 0.17 0.09 0.01 0.58 Queue Length 95th (ft) 2 0 0 1 0 Control Delay (s) 9.7 0.0 0.0 0.4 0.0 Lane LOS A A Approach Delay (s) 9.7 0.0 0.1 Approach LOS A Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 Future AM Peak Hour Synchro 10 Light Report HCM Unsignalized Intersection Capacity Analysis 201: Driveway & NW 42 Street Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) EBT EBR WBL WBT NBL 12 12 Free 0% 0.92 13 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NBR 4 21 121 9 17 21 121 9 17 Free Stop 0% 0% 0.92 0.92 0.92 0.92 23 132 10 18 Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) 2.2 p0queue free % 92 cM capacity (veh/h) 1575 Direction, Lane # EB 1 WB 1 Volume Total 36 Volume Left 0 Volume Right 23 cSH 1700 Volume to Capacity 0.02 Queue Length 95th (ft) 0 Control Delay (s) 0.0 Lane LOS Approach Delay (s) 0.0 Approach LOS Intersection Summary 142 132 0 1575 0.08 7 7.0 A 7.0 NB 1 126 18 108 962 0.13 11 9.3 A 9.3 A 36 298 36 298 4.1 6.4 99 99 0.92 108 24 24 6.2 3.5 3.3 97 90 635 1052 0 pUBLIc , 02 7;p r° dsteferewAso z ,/ Oax�an' Cana?Pit >errm icocarkev ma,. Welke*, a pttbtghaccvbnwetfl S,.tk libfaCaynt Wai Cede. 1,.. W.G.ctbamirrOxfplar w . nc m'Eerbaea fli".amsm 9 REVIEW CO Average Delay Intersection Capacity Utilization Analysis Period (min) 7.1 27.6% 15 ICU Level of Service A Future AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk od rcwvw.saczex eay of apcka a,sr vae aarva ,s: cm...': .. .. -._ _...... __..:.. is APPENDIX. F. Traffic Counts at Surrogate ., coo Located at 600 SW 1st Avenue LA; . ith 200 Students. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk aaeena,eaaaRnatenermureeeapp.., mom odtiva Pale erasude ph. r'atre neat/ d Mang CcdeeieTbpemh aar*dlttud b se ul£ Cba atehenca�avameswh lratmwfart, a the carat . flpnmI a lteapalsaaaedmhCCn.margtIdi as retie Repent rtcadpnetep.arSdctc re-tlaadtiee mceemdbler wanddodsm PZ-18-299 03/25/19 69 in / 69 out 33 in 14 out Note: 102 ins with 200 students = 0.51 trips/student & 83 out with 200 students = 0.42 trips/student Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk APPENDIX G Traffic Methodology Oa&,6„n: ; agaaat ius:ac vm Ha'rf ZaKJa mCY/d �a}1.: needa Gallltl. i 3: hab9 n xsrdY®tiN nine CAN ^d_... mcOrtmmf'ala:aaITV aOCaa: Traf Tech ENGINEERING, INC. MEMORANDUM To: From: Date: Subject: Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Miami -Dade County Traffic Engineering Division Joaquin Vargas, P.E. July 31, 2018 Centre Academy (Proposed with up to 220 students) Traffic Study Methodology NOTICE 1 C.yumnh aaf,aitrlta kes�me a',nano; ree+ua rev na-eeu udr a wn z art n ne atl of Caleablln WanaukaimMIne l WWdoPor ac ...1n acwane.+xn anaresiet ftuaCna / MSN Ccde The.iC t( dechl M .krn tole asa.kw 'rewart mcwrtc+eaar.ta cbfaraah ",x,oaw,'% PZ-18-299 03/25/19 Traffic Analysis • The trip generation analysis for the proposed uses will be based on actual traffic counts recorded at a comparable school (as discussed during our traffic methodology, we will use the results obtained for the KLA School near Downtown Miami). • The trip distribution will be based upon Miami -Dade County Cardinal Distribution data- base and/or based on the residential homes located within 2 miles from the school. • The intersection turning movement counts collected during the AM peak period (7:00 AM — 9:00 AM) at the following two locations: 1) N. Miami Avenue and NE 42°a Street (at the school corner) 2) N. Miami Avenue and NE 46t'' Street (signalized) • Traffic counts will be adjusted to reflect average peak season conditions based upon the most recent available FDOT adjustment factors. • A growth factor will be applied to the traffic counts to reflect future traffic conditions at project build -out. The growth factor will be based upon historical traffic data available for the area near the project site. (Negative "growth" rates for the study area, if any, will be adjusted to at least a 0.5% growth rate.). • Existing traffic signal timing data for the study intersections will be obtained from Miami - Dade County Traffic Engineering and will be included in the Appendix of the traffic study. • Traffic analysis figures will be prepared for the following scenarios for each of the intersections analyzed: o Existing traffic o Proposed project traffic distribution o Background conditions for buildout year o Future conditions with project traffic 1 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Trail Tech ENGINEERING, INC. • Intersection analyses will be conducted using the SYNCHRO software conditions, future conditions without the project, and future conditions with t project in place. The level of service and turn lane requirements will be docume traffic study. Adjustments to the signal timing, if any, will be clearly documente traffic study. NOTICE atissoutJtrt CatleupiW omMRykelv�vJnaYbu.delbl fa a� a =a md (1 a5/19 2 9 • All traffic data obtained for this project will be included in the Appendix of the traffic study. • The project buildout year is 2019. • Using information from a surrogate school, we will calculate the number of projected parked/driving vehicles during the morning and afternoon peak periods. The information obtained from the vehicle accumulation count will be used to assess the required number of parking spaces and stacking requirements with the proposed school in place. If required, multiple shifts will be recommended in order to prevent school traffic from queuing on the public streets. • A Traffic Operations Plan (TOP) will be prepared following Miami -Dade County guidelines. The TOP will demonstrate the capability of accommodating the projected vehicle accumulations reported in the accumulation study on site. The TOP will address the proposed student schedules, stacking routes, on site operations, off -site parking for staff and other modes of transportation, if applicable. M/L rh=let sac C) VIE PLAN CD Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NW 42 STREET ar-ata max. SITE USE DATA SITE PLAN NO7E9 MO MUM FLOOD lant wawa aa eat -.<wt.:r>-tea ... ...-.�..n.m ...-...e .-. ag � Cacao., aNOcala. Tbaraas amall t1� v tx/K PZ-18-299 03/25/19 MIA MIL 4136 NORTH MIAMI AVENUE uwurtuuonna: 811E PLAN A0.01 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Vehicle Accumulation Count 4 0 pUBLICyF o� 49��y 0 Ci.:ort,Iln xn. Kgi:exv.8mad5 h4 Kain3iliLv�lmuW 51'Mlra. Y3h nYq Qf c('. 9��RFVtEW GOkt%Qs44. ' pUBLIC y, Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Location counted 9/3/2015 Vehicles Queued at 2:30 PM 34 Vehicles Parked at 2:30 PM 30 Total Vehicles On Site at 2:30 PM 64 Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC INTERNAL QUEUE EXTERNAL QUEUE 02:30 PM 2 4 62 34 7 02:31 PM 3 1 64 34 5 02:32 PM 2 1 65 34 3 02:33 PM 1 0 66 28 0 02:34 PM 3 4 65 30 0 02:35 PM 2 3 64 32 0 02:36 PM 1 3 62 33 0 02:37 PM 6 8 60 26 0 02:38 PM 4 7 57 24 0 02:39 PM 1 2 56 18 0 02:40 PM 2 3 55 12 0 02:41 PM 1 3 53 10 0 02:42 PM 2 5 50 8 0 02:43 PM 1 2 49 6 0 02:44 PM 1 6 44 2 0 02:45 PM 3 4 43 0 0 02:46 PM 1 3 41 1 0 o I NOTICE Crropietkoldooelo..,e i.riai3OaJgo.: rtiftmlovio enak I r1 2:arc/a neW of Nall n Cock,* Koorre mpi[1ko N mai to x uixliod bra ou terr o ina«,mR..w Ir vine, ra ra kwh W ore COO' Mari Ctde Them... Ee[hbnmrkra W3l o.re.kw Ve Emnl,Gks. c Cc oak Msetlee amaa4w oro ha Eozdod,a' m \ PZ-013/285l1-2999 4'4-VIEW CO 0 r Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk yy � • External Queue Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC INTERNAL QUEUE EXTERNAL QUEUE 02:47 PM 1 1 41 1 0 02:48 PM 0 0 41 2 0 02:49 PM 3 0 44 0 0 02:50 PM 1 0 45 2 0 02:51 PM 2 1 46 4 0 02:52 PM 4 1 49 5 0 02:53 PM 2 0 51 6 0 02:54 PM 3 1 53 15 0 02:55 PM 3 1 55 16 0 02:56 PM 2 0 57 19 0 02:57 PM 1 0 58 20 0 02:58 PM 3 1 60 21 0 02:59 PM 2 0 62 22 0 03:00 PM 3 0 65 24 0 03:01 PM 0 0 65 25 0 03:02 PM 1 0 66 25 0 03:03 PM 3 1 68 26 0 03:04 PM 0 0 68 28 0 03:05 PM 2 0 70 30 0 03:06 PM 0 0 70 30 3 03:07 PM 1 0 71 30 3 03:08 PM 3 0 74 32 2 �0 p UBLIc, 0\N \c NOTICE CtT rnc.ttintnb4MYtesreawa pt[�am mom nttiwrWJe'Mnvde M.2,er/atleauad Cale ay.Il R wN.0:A W A N rad n x idol -biked PtiMc*t+ttaderc NFd res set lord de*w / flpwnde leavarrt pn4cnmekrgtcd,oldew • �. tmnt spk�m e. to pnk Ina* arc render am., \ ramntnitfor a a but acdscn 9 , PZ-0252 99 •�,�. E W G 4,Qv Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk rtr+.ua egla we ude start L' swore acd Malt Coleeb.11bpme ayl�wewi-umx Welblba MttMrrehatameeMa Irvi e%sekchhthe Ct)al ?tali :de*Vnct.Qfb I lwatxd, Minim Mepamtppio4 ehpdc Went) ac uMnNwa ruunertmler or a hal dedt m PZ-18-299 03/25/19 Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC INTERNAL QUEUE EXTERNAL QUEUE 03:09 PM 0 0 74 34 3 03:10 PM 0 0 74 34 5 03:11 PM 0 0 74 34 7 03:12 PM 0 0 74 34 10 03:13 PM 0 0 74 34 10 03:14 PM 1 0 75 34 10 03:15 PM 0 0 75 34 13 03:16 PM 1 0 76 34 15 03:17 PM 1 0 77 34 16 03:18 PM 0 0 77 34 16 03:19 PM 0 0 77 34 16 03:20 PM 0 0 77 34 16 03:21 PM 0 0 77 34 16 03:22 PM 0 0 77 34 16 03:23 PM 0 0 77 34 16 03:24 PM 0 0 77 34 16 03:25 PM 0 2 75 34 16 03:26 PM 0 1 74 34 16 03:27 PM 0 0 74 34 16 03:28 PM 0 3 71 34 16 03:29 PM 0 1 70 34 16 03:30 PM 2 1 71 34 16 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NOTICE Cmebbrf®tn h$dMIelpanitM aly. Ta nttrran nplx so vtle MIaTI E: at/pr ex Cp a Men Cade.wbIlisperMaculai iNrealP ae sdald lora KChurn,haumkseld h Mremilarblathe Cepui AMC.* Theappicilehelchstgf , rpierk'a aepemr h � TtlstlNra� rt PZ-18-299 03/25/19 Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC INTERNAL QUEUE EXTERNAL QUEUE 03:31 PM 3 12 62 34 16 03:32 PM 9 5 66 34 16 03:33 PM 4 7 63 34 16 03:34 PM 1 5 59 34 16 03:35 PM 1 7 53 34 16 03:36 PM 0 11 42 34 14 03:37 PM 1 4 39 34 12 03:38 PM 9 2 46 34 12 03:39 PM 7 8 45 28 0 03:40 PM 2 6 41 20 0 03:41 PM 3 7 37 18 0 03:42 PM 2 4 35 15 0 03:43 PM 0 7 28 12 0 03:44 PM 2 4 26 10 0 03:45 PM 2 9 19 10 0 03:46 PM 2 6 15 7 0 03:47 PM 1 8 8 7 0 03:48 PM 0 3 5 5 0 03:49 PM 0 0 5 3 0 03:50 PM 1 2 4 1 0 0a pUBLIc H, KMF Traffic Group, LLC Location counted 9/3/2015 Vehicles Parked at 2:30 PM 38 Office and Faculty Parking Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC 02:30 PM 2 0 40 02:31 PM 0 0 40 02:32 PM 0 0 40 02:33 PM 0 0 40 02:34 PM 0 0 40 02:35 PM 0 0 40 02:36 PM 0 0 40 02:37 PM 0 0 40 02:38 PM 0 0 40 02:39 PM 0 0 40 02:40 PM 0 0 40 02:41 PM 0 0 40 02:42 PM 1 1 40 02:43 PM 0 0 40 02:44 PM 0 0 40 02:45 PM 0 0 40 02:46 PM 1 1 40 02:47 PM 0 0 40 02:48 PM 0 0 40 02:49 PM 0 0 40 02:50 PM 0 0 40 0 NOTICE r,.maaeemnaywwavraemaa aa-. teowen Mar. rw.reveas ue w nrt tanda re oe of ci a,/ a caarr.nnsernn.ala..a eanna.1m,. wm,�aa t*6 rrr ro n =sera vM w nn set Ian n ue rn a NI. sx(ta Me Co. 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FPZ-18-299 � � 03/25/1909\' IEWC0 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk NOTICE GITO•ItrIal:miw4aerraaary nrpla meets awrw Iq1 a'wE vox MITI C rt!a C4 W 0 1.1 Cotlear4.111speniawi lonwaela a w<caaaa paklear.Facmma<aeh Fdaeaxclarehp4Cq q M41Qtla The.4alie &deco.mhm 1.4 ma rt.lar e<aamtapaf ionatepachtshgKtedaaawa nomnevtlbior aahM 4aem PZ-18-299 03/25/19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC 02:51 PM 0 1 39 02:52 PM 1 1 39 02:53 PM 2 0 41 02:54 PM 0 2 39 02:55 PM 0 0 39 02:56 PM 1 0 40 02:57 PM 0 0 40 02:58 PM 0 0 40 02:59 PM 0 0 40 03:00 PM 0 0 40 03:01 PM 0 0 40 03:02 PM 0 0 40 03:03 PM 0 0 40 03:04 PM 0 0 40 03:05 PM 1 1 40 03:06 PM 0 0 40 03:07 PM 0 0 40 03:08 PM 0 0 40 03:09 PM 0 0 40 03:10 PM 0 0 40 03:11 PM 0 0 40 03:12 PM 0 0 40 03:13 PM 0 0 40 03:14 PM 0 0 40 03:15 PM 0 0 40 OR pUBLIC NOTICE CorposOntivattralowlreicanprree appbaoe ere. Mann , Y *wwaUVIltI iat ue[OVol MnI CCJe.wy.Mspeb1apblonW faSbaesdMblba pitCteaN h aatlare<wn intl m,et well h the ay of Marti Cale Thum/cable Oahbetle.g W mien aspabeappba fahew* IWnfe1 Inc eau,ra as armistice on Frcl Occisal 9. PZ-18-299 03/25/19 REVIEW COS Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Heritage School Miami, FL START TIME IN OUT ON SITE TRAFFIC —. 03:16 PM 0 0 40 03:17 PM 0 0 40 03:18 PM 0 0 40 03:19 PM 0 0 40 03:20 PM 0 0 40 03:21 PM 0 0 40 03:22 PM 0 2 38 03:23 PM 0 0 38 03:24 PM 0 0 38 03:25 PM 0 0 38 03:26 PM 2 0 40 03:27 PM 2 0 42 03:28 PM 0 0 42 03:29 PM 0 0 42 03:30 PM 0 0 42 03:31 PM 0 1 41 03:32 PM 1 2 40 03:33 PM 0 2 38 03:34 PM 1 1 38 03:35 PM 0 0 38 03:36 PM 0 0 38 03:37 PM 0 0 38 03:38 PM 2 1 39 03:39 PM 0 1 38 03:40 PM 0 0 38 r NOTICE asrpetnn tie, wow In twesre*a anYnonn mom aaitrvnttistnntwi Mari 2: a[/a neCbaMan. Cork ah.11tspamtauiabui+Awlto x a.vwal bra �\ p.r, twrrgh accwmrrc Wan htl rn set torn n to five( .Mare Cede ThempFude rectbnmekrp Ecd,rail re.ea tem. eppicf&ne:hp.cfc WON arc resr>, gift! rttarmentl r<ee trN rai.m Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Heritage School Miami, FL START TIME IN OUT ... ON SITE TRAFFIC . _o . 03:41 PM 1 .e.. 0 39 03:42 PM 0 0 39 03:43 PM 0 0 39 03:44 PM 0 1 38 03:45 PM 0 1 37 03:46 PM 0 0 37 03:47 PM 1 0 38 03:48 PM 0 2 36 03:49 PM 0 0 36 03:50 PM 0 0 36 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PLA4NING DEPARTMENT CHILDCARE CHECKLIST a, o a,° NOTICE Co,, flnaamne+wa kates{anaaa,Raiamm. rririnurnroaaaraisi.n.r Hall L aWalnoOryo1Ma1 Caa..o.l,: 1H[aanl*pka SWan.ao.jambeaa pElchnY9 harsaAneuMM.w WW1, hOa Cafol Wan 0hr-0atpaoWaxYbn'mskNEM/ai.alaa M]am1 anYczenz KCMTClaila°ratry000 n!'tlenaawa SCHOOL NAME:, �, Centner Academy COMMISSION DISTRICT: 5 APPLICANT: Perpetual Love 4128 LL.0 & Perpetual Love 4136 LLC PHONE: 786-282-9899 EMAIL: FOLIO(S): 01-3124-020-1040 & 01-3124-020-1020 SITE/SCHOOL ADDRESS: 4136 N Miami Avenue & 20 NW 42 Street ZONED: T3-L & T4-L PZ-18-299 03/25/19 REQUEST: Exception to permit a pre-school and elementary school 1. Is this an expansion of an existing school 0 Yes in No If yes, indicate the number of students: and age and grade range originally approved: 2. Total size of site: x = 16,572 / 43,560 sq, ft. = 2.62 3. Number of children or students requested: 195 Ages: 2 to 6 4. Number of teachers: acres 12 1 5. Number of Classrooms: 12 Total square footage of classroom area: 71038 sq ft 6. Total square footage of non -classroom area (office, bathrooms, kitchens, closets): 13,532 sq ft Number of administrative & clerical personnel: 7. Amount of outdoor recreation/play area in square footage: 5,314 sq ft 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: none 9. Number of parking spaces provided for staff, visitors and transportation vehicles: parking spaces provided 17 parking spaces required by Section 33-124 (L) of the Miami -Dade County Code 13 10. Indicate the number of auto stacking spaces: 7 provided 5 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): Existing 50' 12. Size of identification sign: x = 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 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 13. Days and hours of operation: Monday thru Friday 6:30 am to 6:30pm 14. Does the subject facility share the site with other facilities? Yes X 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. NOTICE Comticionol9tfirMw ict,p1,0Z*1elb r** ,,, *ur esuvlr14:. ori 'arc/oro.. ldari Cak..orlfng ay. cad:ma .xtr. toattl'atANMf ACK Kai Wg Tvappkuwtli6rtlmwlrh FtlaCtyal Woo tun'.gTrotan a 1a ..1roarim ore MJatlw w,s,s atvnacrowrga'cmw.acwa icarrnemnraarrotosm na 18-299 15. If the school will include residential uses, do such uses meet the standards provided in Section 33-151.17? ❑ Yes I:4 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 195 (number of children) = 6,825 sq. ft. of classroom area required. b. Elementary (Grades 1-6) 30 sq. ft. x (number of children) = sq. ft. of classroom area required. c. Junior High and Senior High (Grades 7 — 12) 25 sq. ft. x (number of children) = sq. ft. of classroom area required. TOTAL SQUARE FOOTAGE OF CLASSROOM AREA REQUIRED: 6,825 TOTAL SQUARE FOOTAGE OF CLASSROOM AREA PROVIDED: 7,038 OUTDOOR RECREATION SPACE: a. Day Nursery/Kindergarten, preschool and after -school care 45 sq. ft. x 97.5 (1/2 number of children) = 4,387.50 sq. ft. of recreation space required. b. Elementary (Grades 1-6) 500 sq. ft. x (first 30 children) = sq. ft. of recreation space required. 300 sq. ft, x _(remaining children) = sq. ft. of recreation space required. c. Junior High and Senior High (Grades 7 — 12) 800 sq. ft. x (first 30 children) = 300 sq. ft. x (next 300 children) _ 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: 4,387.50 sq ft TOTAL SQUARE FOOTAGE OF OUTDOOR RECREATION SPACE PROVIDED: 5,314 sq ft Child Care Check List Page 2 of 3 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk a LANDSCAPING: See Section 33-151(g) of the Miami -Dade County Code and Article 9 of Miami a. 28 trees minimum are required per net acre. Trees required: 6 Trees provided: b. Ten shrubs min are required for each tree required. Shrubs required 60 Shrubs provided PUBLIC N NOTICE Carolet- U, tt1esrrmarpp(Caam rens. ar,t.ennam aa:.a c w,r narctawaiaua,a Cote. orb..Ttiaa.naayyr una r . a.aamaety a Pbk hatg Mr... ..1taWrca oafa. nn. aya Marl Cct..TM wt.* tstbn-macrg Oat/ n/a' wgenre fixer. .te pacarsagrc n.mratra ratan Mar orarigteam PZ-18-299 03/25/19 c. Grass area for organized sports/play area in square feet: N/A d. Lawn area in square feet (exclusive of organized sports/play area): N/A 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. ff School Address: 4136 N. Miami Avenue & 20 NW 42 Street Zip: 33127 THE INFORMATION ABOVE IS COMPLETE AND IS CORRECT TO THE BEST OF MY KNOWLEDGE. Signed, sealed, executed and acknowledged on this day of !--(CirCh at Miami, Florida. Lim Signature WIT It'ri [ Pi0 97-4;v, STATE OF FLORIDA COUNTY OF MIAMI-DADE I hereby certify that on this S. o a day of 1�1CYCh , 2019 before me C..personal y appeared , to me known to be the person described in and who execute 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 COMMISSION EXPIRES: .:;Z;;; tSABEL DEL BUSTO . Notary Public - Stale of Florida '' :• 1-• Commission # GG 1727E17 ( t ` V e ; ` My Comm. Expires Feb 5, 2022 P 4 ...:N HondadWaugh NalbnalNotary Assn. 0 ArNomaplurupqrairwri Child Care Check List Page 3 of 3 �44, Q I E W C0" O r Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Creospoon Md[deLLP March 8, 2019 VIA ePLAN Mr. Francisco J. Garcia, Director Miami Riverside Center City of Miami Planning Department 444 SW 2 Avenue, 3rd Floor Miami, Florida 33130 William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ Re: Exception to Permit an Emergent Pre -School and Kindergarten Property Addresses: 4136 N. Miami Avenue and 20 NW 42 Street FIRST AMENDED LETTER OF INTENT Dr. Mr. Garcia: The undersigned represents Perpetual Love 4128, LLC and Perpetual Love 4136, LLC, collectively doing business as Centner Academy (hereinafter referred to as the "Applicant"). By and through the attached public hearing application, the Applicant is seeking approval of an Exception to permit the conversion of a professional office building located at 4136 N. Miami Avenue into an emergent pre-school / kindergarten and to permit ancillary off-street parking on adjacent property located at 20 NW 42 Street. The proposed emergent school will serve to provide an educational program with a concentration on foreign language studies to children between 2 '/2 and 6 years of age — when children are most susceptible to learning multiple languages. The properties made subject to this application are adjoining sites that collectively comprises 0.38± acres of land located at the southwest corner of NW 42 Street and N. Miami Avenue.' The property located at 4136 N. Miami Avenue is designated "Low Density Restricted Commercial" and is located within the "T4-L" (General Urban Transect) zoning district. The adjoining site located at 20 NW 42 Street is designated Duplex Residential and is located with the "T3-L" (Sub -Urban Transect) zoning district. Pre -School and kindergarten uses are permitted within both the T3-L and T4-L zoning districts by Exception pursuant to Article 4, Table 3 of the Miami 21 Zoning Code (the "Land Development Code"). Approval of the application will result in the adaptive reuse of an existing but vacant professional office building at 4136 N. Miami 1 Copies of the legal description for each property are attached as Composite Exhibit "A". 1 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Crenspoon MdrdeLLP William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ Avenue and the replacement of an previously abandoned commercial structure at 20 NW 42 Street with an ancillary parking lot with elements buffering existing residential uses from existing commercial uses, which are more fully depicted and described on the plans attached hereto. The existing three-story professional office building located at 4136 N. Miami Avenue, which is currently unoccupied and is the building that the Applicant is seeking to convert into an emergent pre-school and kindergarten (limited to first grade), was constructed pursuant to that Final Decision on a Waiver Application in File No. 2014-0117. That application included the following two approvals: (1) a waiver, pursuant to Article 3 Section 3.3.5, to allow for the proposed office building to match the dominant setback of the block and its context and (2) a waiver, pursuant to Article 7 Section 7.1.2.5(a) 28 to allow for a ten percent (10%) reduction to the required parking count with a tandem parking configuration contained with a subterranean garage. The proposed conversion seeks to utilize the building as it was constructed with minimal exterior enhancements and high -end, technologically advanced, interior improvements for a cutting -edge educational program. For instance, the existing subterranean parking garage will be reconfigured to provide for on -site vehicle queuing with an enclosed and secure drop-off and pick-up point adjacent to a subterranean elevator vestibule that will result in a truly urban preschool/school setting where the risk of vehicular conflicts with pedestrians, especially young children, are avoided by removing curbside embarkation points. Traffic flow on -site will be accommodated by a variety of enhancements, including electronic notification programing, onsite traffic attendants and staggered arrival and dismissal times as explained in more detail below. Additional enhancements to the building will include a secured and shaded rooftop play - and -learning deck, which will be the functional equivalent of a green -roof that will serve to mitigate the heat island effect but practically will serve to provide the children with a secure and safe outdoor area that is removed from residential areas where noise impact levels from children - at -play will be drastically reduced. In all, the existing building will be enhanced to accommodate the proposed use conversion but it will not be altered in either its exterior configuration or structural makeup. The addition of the previously abandoned commercial site at 20 NW 42 Street will serve to provide for additional parking and will function as a buffer, inclusive of landscaping and a boundary wall, from the residential community located to the west. Although located on N. Miami Avenue, the former office building is ideally situated for a pre-school that can be both easily accessed by area residents but does not emerge as an intrusion into those residential communities. At this location, N. Miami Avenue provides direct north - south access to Miami Shores, Lemon City, Buena Vista, Wynwood, Omni, Park West, Downtown and Brickell. East-West access to the Morningside and Liberty City communities can be directly accessed from NE 46 Street located three blocks north of the Property. The Julia 2 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Greeosp000 Hdrder11P William W. R. 600 Brickell Ave Miami Direct Phone: Direct Fax: Email: w.riley@ Tuttle Causeway and Interstate 95 can also be conveniently accessed via 195 by on -ramps located three blocks south of the Property. The application is consistent with the Goals, Policies and objectives of the Miami Comprehensive Neighborhood Plan ("MCNP") Future Land Use Plan Map ("FLUM"). As set forth above, the property located at 4136 N. Miami Avenue is designated "Low Density Restricted Commercial." Areas designated as "Low Density Restricted Commercial" allow various residential and commercial uses, including educational facilities as proposed in the attached application. The property located at 20 NW 42 Street is designated "Duplex Residential" and, like the foregoing designation, this category also provides: "Places of worship, primary and secondary schools, child day care centers and adult day care centers are permissible in suitable locations within duplex residential areas. For the reasons set forth herein, including the previous uses of the properties and the improvements depicted in the plans attached hereto, we respectfully submit that an emergent pre-school and kindergarten is a suitable use within this location. The application complies with the Miami 21 Zoning Code (the "Land Development Code"). Pursuant to Article 4, Table 3 of the Development Code, educational uses inclusive of pre-schools, elementary schools, middle schools and high schools are permitted in the T3-L and T4-L zoning districts by exception. The proposed use as an emergent pre-school and kindergarten with an educational program that concentrates on foreign language studies is ideally suited for this area. The proposed use will be located on a major arterial roadway providing both north -south and east -west access points to major areas of employment as well as a variety of residential communities that range from high density to low density areas — whereby young families can conveniently access an innovative educational program within blocks of their homes or places of employment. The principal building is also ideally located for the proposed use where it abuts a similarly zoned T4-L district to the north, across NW 42 Street and is contiguous to a higher intensity district, T5-O, to the south. The T3 communities in the area are removed from the Property by N. Miami Avenue, NW 42 Street and the now abandoned commercial site located directly west of the building and proposed for ancillary parking. The Building Use Program. As depicted and described on the plans submitted in conjunction with this application, as prepared by Luce Architects, the proposed building use program seeks to convert the existing three-story vacant building, roof terrace, and underground parking into a truly unique and cutting -edge educational experience for pre-school and kindergarten children (the "Building Use Program"). Apart from improvements to the interior and rooftop components, the building (including driveways and access points) will remain unchanged by the proposed conversion. 3 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk CreDspoon MdrderLL. William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ �RPUBLICyy (Jr., paNOTICE TICE \. =mob 7 I. rtlbro.".1Qa i .F744aarreiaeasm 299 5/19 �I EW The Building Use Program will provide approximately 7,208 square feet of classroom space situated in twelve classrooms and 5,417± square feet of outdoor space. Vehicular circulation will be provided on -site through the existing driveway located at the southwest corner of the property, which leads to a subterranean garage where a designated drop-off area will be provided in an enclosed and secure area with an elevator vestibule that provides internal access to the upper floors. Supervised outdoor recreational areas will be provided both on the ground level and the rooftop through a green rooftop terrace programs that repurposes the originally contemplated active rooftop venue made a part of the original building design. The green rooftop recreational concept will provide over four thousand (4,000) square feet of outdoor recreational space, will serve to mitigate the heat island effect and will provide children with a safe and serene area to play, learn to plant a garden, and engage in other educational and recreational activities intended to enhance their overall development. As shown on the plans and stated above, the adjoining site at 20 NW 42 Street will be improved with ancillary parking. The Educational Program. Centner Academy is devoted to assisting young children develop a high level of thinking, listening, speaking, reading and writing proficiency in Mandarin, Spanish and English while also acquiring awareness of and empathy for other cultures. The curriculum developed by Centner Academy complements language acquisition with involvement in world issues, local associations and contact with a broad diversity of school guests. Mandarin will be used daily to provide content without repetition or translation in English or Spanish, and all three languages together present the full curriculum content. Compliance with Article 4, Table 3 of the Miami 21 Code; Article XA, Section 33- 151 of the Miami -Dade County Code of Ordinances and Operational Conditions. As demonstrated below, the requested Exception complies with the evaluation criterion set forth in Article 4, Table 3 of the Miami 21 Code and Article XA, Section 33-151 of the Miami -Dade County Code of Ordinances. 1. In compliance with the Exception requirements to operate a Pre -School, the Applicant has submitted to Miami -Dade County Public Works Department a traffic analysis and operational plan which was prepared by Traf Tech Inc. 2. The scale of the proposed nonpublic educational facility is compatible with the surrounding areas and related uses. The Applicant proposes the reuse of an existing building on the Property with non -material interior and exterior alterations. The site will maintain the same buffers, setbacks, and visual relation with adjacent properties. 0 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Creeospoon MdrderLLP William W. R 600 Brickell Ave Miami Direct Phone Direct Fax: Email: w.riley@ Jr., Po rrT CE �Rts pcnnt a°ixOn wMx ..arcoamzowmaoaa• ido.eraltrq Eat/ Ad review $3 9 5//19 3. As explained above, the Applicant is reusing an existing building therefore the design of the nonpublic educational facility is compatible with the design of the surrounding area. The intensity of the use is addressed by the Applicant in its provision for staggered arrival and dismissal times with regards to the prospective student population. As further described in the traffic analysis simultaneously submitted with this application, operational initiatives, such as staggered arrival and dismissal times will eliminate any potential traffic conflicts or incompatibility of the use on the site. 4. Buffers to existing residential uses will improve. While the proposed alterations to the principal building are limited to interior changes and improvement to an existing roof terrace, the inclusion of 20 NW 42 Street as an ancillary parking lot with additional landscaping buffers and wall separation from existing residential uses will enhance the degree of buffering from what currently exists. Additionally, the Applicant will ensure that any buffering or noise attenuation improvements required by Code will be implemented. 5. In compliance with Chapter 18A of the Miami -Dade County Code, the Applicant is not proposing to remove any existing trees or in any way alter the landscaping currently present at the property. To the contrary, the amount of landscaping will increase. 6. The Applicant has submitted a traffic analysis prepared by Traf Tech Inc. which provides a stacking area for the drop-off and pick-up of children. The number of stacking and parking spaces proposed are in accordance with Section 33-151 of the Miami -Dade County Code and the traffic analysis has been reviewed by the County's Public Works Traffic Engineering Division. 7. The project as proposed, including the play area on the roof terrace, is internalized to the Property and cannot be viewed from the Right of Way or abutting properties. The service areas of the proposed school will not interfere with the livability of the nearby residential properties. 8. As further described in the plans provided in support of the Exception application, the provided parking is contained in an existing subterranean garage and the adjoining abandoned commercial site. The parking provided satisfies code requirements and will not interfere with the livability of the nearby residential properties. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Ceenspoon M&dCLLP William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ 'Jr., PaNTICE FeyiteppEmemereb Nall Larc/a twat/of Ma. L. 0 Indras wI� Fhtha City of tea/ 3t23-299 Q • �RFVIEW Gpc� • 9. The proposed hours of operation are from 7:00 am to 6:00 pm, Monday to Friday, and will not significantly impact the nearby residential neighborhood in a negative manner. 10. The Building Use Program as proposed, including the stacking and recreational areas, are internalized within the property. As previously mentioned, there will be recreational space on the current roof terrace and the existing building already provides for subterranean parking. Furthermore, the entrance to the subterranean parking area is walled off from abutting properties, thereby minimizing any visual or acoustical effects from the property. The adjoining surface parking lot will be reserved for school faculty members. 11. The Future Land Use designation and zoning classification for the properties allow for the proposed use. The Property is designated "Low Density Restricted Commercial" and "Duplex Residential" on the Future Land Use Map, which among other thigs, permits "primary and secondary schools." The properties are located within the City of Miami's T3-L and T4-L zoning districts and pursuant to Article 4, Table 3 of the Miami 21 Zoning Code, each are eligible for a Pre- School/School through the Exception process. 12. The total size of the Property is approximately 0.38 acres. 13. The proposed educational facility will serve a maximum of 195 student stations. 14. There will be a maximum of 13 teachers and administrative personnel on -site at any given time. 15. The Applicant is proposing 12 classrooms with a total of 7,038± square feet of classroom space. 16. The Applicant is proposing approximately 6,227± square feet of non -classroom space. This calculation does not include the subterranean parking or roof terrace square footage. 17. The Applicant is proposing 5,314± square feet of recreational space. 18. The proposed plans, which have been submitted simultaneously with the Exception application, provide for onsite parking spaces in compliance with the requirements of Section 33-124(1) of the Miami -Dade County Code of 6 r Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Creenspoon M&derLLP William W. R 600 Brickell Ave Miami Direct Phone: Direct Fax: Email: w.riley@ Jr., PgtierTICE zm-e:arrdNT, ..cMmn»w�r�r�., 11 -299 5/19 Ordinances. There are no transportation vehicles associated with the proposed educational facility. 19. The proposed educational facility will serve children between the ages of 2 ''A and 6. 20. The days and hours of operation for the proposed educational facility will be Monday -Friday from 7:00am to 6:00pm. 21. The Applicant will ensure that the proposed educational facility complies with the requirements of the Miami -Dade County Fire Department, Miami -Dade County Department of Public Health, the Department of Health and Rehabilitative Services, and any applicable federal guidelines. 22. To the extent required, if any, the Applicant will participate within the Design District Parking Trust Fund. Additionally, the Applicant commits to implement operational management practices including, but not limited to, the following: A. Staggered Arrival and Dismissal Times The Applicant will have three different arrival and dismissal times which will be separated by at least 45 minutes in order to minimize the overlapping of trips between shifts. Currently, the planned student arrival and dismissal times are as follows: (1) First Shift (67 students) will operate from 7:00 am to 1:00 pm; (2) Second Shift (68 students) will operate from 7:45 am to 2:15 pm and (3) Third Shift (70 students) will operate from 8:30 am to 3:00 pm. 1. On -Site Tragic Flow Given the proposed pick-up and drop-off flow in the subterranean parking level, as depicted on the proposed plan, on -site accumulation is projected to occur within the boundaries of the Property. The site can accommodate approximately ten parked vehicles on the underground parking level, approximately eight vehicles in queue in the underground parking level, and approximately four vehicles in queue in the driveway, totaling an on -site vehicle accumulation capacity of approximately twenty-two vehicles. The vehicle accumulation study conducted by Traf Tech Engineering, Inc., which is attached hereto, noted that during the PM peak period, 70 students (taking the shift with the highest number of students) would account for approximately 13 vehicles, either parked or in queue. The Property can accommodate 7 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Creeospoon MdrderLLP William W. R 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ Jr., PaNCITICE \ i awaa .i , cy33 q.�wnx carorlitr cpw i 1 iWAoa�ra�+�ia�aKti�. .sew��.a,�.�w� / approximately twenty-two vehicles on -site and can therefore contain all vehicular stacking on site. Traffic circulation attendants at the entrance of the underground garage, as well as inside the underground garage, will aid with the traffic flow on site. These professionals will be tasked with ensuring that vehicles are moving through the Property at an appropriate pace. These operational controls will serve to streamline the arrival and departure of motor vehicles to and from the Property, thereby limiting the effect of the Building Use Program on the surrounding areas and roadways. Conclusion Based on the foregoing and the reports and documents made a part of the application, we respectfully submit that the proposed Building Use Program is consistent with the City of Miami Neighborhood Comprehensive Plan, the Miami 21 Zoning Code, Miami -Dade County Code and compatible to the surrounding area. Thank you for your consideration of this application and, as always, if you have any questions concerning the foregoing or the attachments, please do not hesitate to contact me at 786.282.9899. Greenspoon Mar er, LLP By: Wilco W. Riley, Jr., Esq., a Partner pUBLI Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Greenspoon MdrderLLP STATE OF FLORIDA COUNTY OF MIAMI-DADE a William W. R' 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ Jr., Pa TICE lbrlXa�r/w MOE/el Mari xilgatnal[Qtllgba igvecvrrolcroto eebuod �Q• qp dxeunmi�gEM/vom4w azngaernrn 0( � 5/19 Q� c. REVIEW C— �i. I I hereby certify on this ] day of MarCk) , 20/ 9 before me personally appeared 1/4./11, 4el U (Z.,1L , to 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 mentioned. Y COMMISSION EXPIRES: ISABEL DEL BUSTO Notary Public — Stale of Florida Commission U GG 172797 My Comm. Expires Feb 5, 2022 I' Bonded through No imil Notary Assn 0 r i-Dade Official Records - Print Document Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk EXHIBIT "A" LEGAL DESCRIPTION CFN: 2018041482 Cea cioao4Branten.i RillMWbamean oii-uncpvmaCtrtb Mn Iz tothe CyA Mrd o De saxdiedfcca °Mc Mavg h au.avcoasn era ras ut lorr n Vq Cq' a Wm Coda Vol epOcade bcuMlrckrg wH eNw newrra ytr repack Haring % ..a ut PZ-18-299 03/25/19 The North 44 feet of Lots 23 and 24, and the North 50.00 feet of the South 100.00 feet of Lots 23 and 24, Block 5, BUENA VISTA HEIGHTS ADDITION, according to the plat thereof as recorded in Plat Book 3, at page 22, of the Public Records of Miami -Dade County, Florida, less the East 10.00 feet of the North 44.00 feet of said Lot 24, and Tess that part of Lot 24 which lies within the external area formed by a 15.00 radius arc, concave to the Southwest, tangent to the North line of Lot 24 and tangent to a line 10.00 feet West of and parallel to the East line of said Lot 24; and Less and except that parcel conveyed to the City of Miami by Right -of -Way Deed recorded November 4, 2016 in Official Records Book 30296, Page 3465. AND Lot 22 and the South 80 feet of Lots 23 and 24, less the East 10 feet of the South S0 feet of said Lot 24, in Block 5, of AMENDED PLAT BUENA VISTA HEIGHTS ADDITION TO 11:LE CITY OF MIAMI, FLORIDA, according to the Plat thereof, as recorded in Plat Book 3, Page 22, of the Public Records of Miaml-Dade County, Florida Parcel Identification Number: 01-3124-020-1020 Bz 01-3124-020-1030 /www2,miami-dadeclerk.com/OfficialRecords/PrintDocument. aspx?QS=YaoUfOzxry3NOaPlxIkv... 3/8/2019 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Creenspoon MdrderLLP March 8, 2019 VIA ePLAN Mr. Francisco J. Garcia, Director Miami Riverside Center City of Miami Planning Department 444 SW 2 Avenue, 3rd Floor Miami, Florida 33130 William W. Ril 600 Brickell Aven Miami, Direct Phone: Direct Fax: Email: w.riley@ Re: Exception to Permit an Emergent Pre -School and Kindergarten Property Addresses: 4136 N. Miami Avenue and 20 NW 42 Street ITEMIZED RESPONSES TO STAFF COMMENTS Dr. Mr. Garcia: TICE taroawann. a,a ac mdwausa 37R178-299 C0TO/25/19 The undersigned represents Perpetual Love 4128, LLC and Perpetual Love 4136, LLC, collectively doing business as Centner Academy (hereinafter referred to as the "Applicant"). By and through the pending public hearing application, the Applicant is seeking approval of an Exception to permit the conversion of a professional office building located at 4136 N. Miami Avenue into an emergent pre-school / kindergarten and to permit ancillary off-street parking on adjacent property located at 20 NW 42 Street. The proposed emergent school will serve to provide an educational program with a concentration on foreign language studies to children between 2 % and 6 years of age — when children are most susceptible to learning multiple languages. Amendment to Application: As reflected in the plans revised to the application as well as the Applicant's first Amended Letter of Intent, the application has been amended to include adjacent property located at 20 NW 42 Street, which was included within the application to accommodate a request from the Miami -Dade County Traffic Engineering Department to provide for additional onsite parking spaces above and beyond code requirements. Both properties, which are owned by special purpose entities having identical ownership interests, will be unified through a Covenant in lieu of Unity of Title. Staff Comment Reference # 1: Eplan notes that this comment has been met. Staff Comment Reference # 2: Eplan notes that this comment has been met. 1 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 6reenspoon MdrderLLP William W. Ril 600 Brickell Aven Miami, Direct Phone: Direct Fax: Email: w.riley@ Mkt. re-rrft IsWogoOn men Arri am/or rear of Mani �w,.0 re: a. m.axawa ,.. wm o-rnxwr d/t.iew W�d rora ink twain) tea/ 7 1f8-299 OfV25/19 Staff Comment Reference # 3: Eplan notes that this comment has not been met. Please note that the Applicant has uploaded the electronically signed and sealed plan set. Staff Comment Reference # 4: Eplan notes that this comment has been met. Staff Comment Reference # 5: Not applicable / no comment exists. Staff Comment Reference # 6: Not applicable / no comment exists. Staff Comment Reference # 7: Eplan notes that this comment has been met. Staff Comment Reference # 8: Eplan notes that this comment has not been met. Please note that the Office of Microfilm has provided us all of the microfilm records for the subject property, which are voluminous. Because of the size of the records, they were provided to us on a CD-ROM. The applicant has uploaded those records into the ePlan database. Staff Comment Reference # 9: Eplan notes that this comment has not been met. Please note that the Applicant has added additional onsite parking spaces through the incorporation of the property located at 20 NW 42 Street. Although the Applicant believes that the plan set now exceeds applicable parking regulations, the Applicant agrees to accept as a condition the necessity to contribute to the Design District Trust Fund if applicable. Staff Comment Reference # 10: Eplan notes that this comment has not been met. Please note that compliance with Section 33-124(L), Miami -Dade County Code, has been satisfied. That section states "day nurseries, kindergarten and elementary schools: Total parking spaces shall equal the combined total of personnel and transportation vehicles". The instant application has 13 staff members, no transportation vehicles and 17 parking spaces. Staff Comment Reference # 11: Eplan notes that this comment has not been met. Please note that the Applicant has uploaded the Childcare Checklist into the ePlan system. Staff Comment Reference # 12: Eplan notes that this comment has not been met. The county has verbally indicated that the traffic mitigation plan will be approved and the Applicant will upload the written approval immediately upon receipt. Staff Comment Reference # 13: Not applicable / no comment exists. Staff Comment Reference # 14: Eplan notes that this comment has not been met. The maximum number of student stations is now reflected in all documents as 195. 2 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Cfteospoon M&derlLP William W. Ril 600 Brickell Aven Miami, Direct Phone: Direct Fax: Email: w.riley@ ..."4 Q' OTICE ti S 1 °°``'' with I'.Yras Wk. Wt. QyW � ;�ca.`f e><.on.akryeoe,arw rc.yac reve,mwa 70178-299 0W25/19 Staff Comment Reference # 15: Eplan notes that this comment has not been met. Please note that although the building obtained a certificate of occupancy without the landscaping installations the Applicant agrees to install all of the landscaping depicted and described in the Waiver as part of a condition of this application. Staff Comment Reference # 16: Eplan notes that this comment has not been met. Please note that the proposed school is not a charter school. Thank you for your consideration of this application and, as always, if you have any questions concerning the foregoing or the attachments, please do not hesitate to contact me at 786.282.9899. Greenspoon Mard r, LLP By: Watt ial rm W. Riley, Jr., ., a Partner • • • • • • • • PROJECT NARRATIVE 7E"C1.IIIOR CF EX15"14 WSW* NOV d?NdK ..&CS 53TMI AN EXS-106 3 9TORT CO'T'ERCI4 11 W) 4 PROJECT DIRECTORY CMISI EIGIVA MANAGER ANDREA D'ALE$510 .L lb46)03'•455 E• APEODRTC ARCNIIECIT6¢ LUCE ARC.AIECS 619:'eER4' 42N L:AT9pRO PA 9010 'EL T29/61A•5350 CODE CONFORMANCE NOTES 060aRP11Ob Extern. -1•RF.E 0r0Rr• 0417K. +Y1•T 6E LEVEL C. I.OEFIOROM0 -412Gp4 AND ROOF 'ERRACE APR CAME COCEA5 10+1 ft600A 5010102 000E • EX VI. 5TLDL4. SIC.i O1101 AISSOMM. Ott O nor ,1.000A 0051NCt10R TTPE. l.'E .. 0 COO:RG1Y. SQUARE FOOTAGES 011063 0AAMOCEn USE 100Egf/YV0 PARCH .155 SF CAMPO FLCCIS 03.1 SF 1.055 SF / 35.3• 6ECOD FLDCR. 50SS SF 3120 SF Y 39 •09 TOO ROOK 5655 SF 2050 SF 39 •00 TOTAL. 7C510 Si IONS SF ROOF TERRACE •0AI 9f P1401514 F 0500 CCOM ROOM RXIMS COWS LATCR M03El51PER 500005K•'R6 20C. 2 • no ears top 40L5 LAVAbTAE51 YE¢ 50 5Or5 +0 • FE4lIEO S LARR CLOE15LAVAT011ES 065E S LA1ER CLOSE IILAVATORESGIRLS PRWOED S MTER OASETSAAVAlOREA BOYS l uA1ER CLOSEI9.LAVA4011E5414A ABBREVIATIONS 001. • Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk INDEX OF DRAWINGS L1EE M 01ECI6 TE TITLE 100ST A100 E11[ M1lY1 • 1- 00CMb PLAI Al IAOI LE .PAINSO MVO.1%M Alp 4RCIl0MOOT FL•0 Alm 61Y001100R FLAX Alm TOO ROCK FLAN AT. P06 PLAN Alm EMS. ISGDNS ELEVATIOO AIM MMS 54DNS EIEVATI00 m ADONIPL5. 01RA$ P05004 Christo h Digitally signed by p ChristopherJ Luce er J Luce Date: 2019.03.08 09:41:26-05'00' ISSUE DATES I551ED FOR ZOJY F.,FPTIOK IS51ED FOR CONS1TEJCTIOW LATEST REN001 MATE REVISION # TITLE SKEET Tag of tiSTttt BUILDING DEPARTMENT Transaction Statement financial Transaction ID: 591747 ransaction Date: Mar 26 2019 9:52AM 1 ermit Number: FEE SUMMARY Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Isabel De IBusto PZ-18-299 4136 N Miami Avl (786)337-5803 Fee Category Fee Code Fee Description Quantity Unit Type Amount EARING BOARDS - ,PPLICATION/APPEAL MS-207 VARIANCE/EXCEPTION - OTHER USES 2.0000 UNITS $3,000.00 IEARING BOARDS - PUBLIC HEARING MS-228 PUBLIC HEARING - ADVERTISING 2.0000 UNITS $3,000.00 TEARING BOARDS - PUBLIC HEARING MS-241 PUBLIC HEARING - MEETING MAIL NOTICE - APPLICANT/APPEALLANT 1.0000 HEARINGS $4.50 1EARING BOARDS - PUBLIC HEARING MS-225 PUBLIC HEARING - MEETING MAIL NOTICE - NEIGHBORS 107.0000 NGH X HRGS $481.50 TEARING BOARDS - PUBLIC HEARING MS-226 PUBLIC HEARING - LU POLICY 1.5.4 15.0000 NGH X HRGS $67.50 Total: $6,553.50 r. Jul/02/2012 Generated on Mar/26/2019 9:51 AM Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk BUILDING DEPARTMENT Transaction Statement F inancial Transaction ID: 590711 I ransaction Date: Mar 21 2019 1:44PM Permit Number: PZ19299 FEE SUMMARY William Riley 4136 N MIAMI AVE (305)789-2770 Mannrelleneeuea Mart arlanOaelnlrol Cc*. Pb 1HsWre;ukzeuife realm ae...dal. a P�tur�M Nmucpnce MN r. wifoch hthe 001 Mali Code m e emxx acow rcn.mk amuwre.tw wepernlgickmc epnkhello; nc war emee rr<amtma m r..r arc rrace: Fee Category Fee Code Fee Description Quantity Unit Type Amount :ONING MS-045 MFR / EXCEPTION 0.0000 N/A $3,000.00 Total: $3,000.00 Jul/02/2012 Generated on Mar/21/2019 1:43 PM Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 12 ('.AI 1. 954-10h-9399 RECYCLED PAPER School Traffic Operation Plan (TOP) Form This form has been created by Miami -Dade County Department of Transportation and Public Works (DTPW) to document a school's traffic operations and commitments. All form worksheets and illustrations have been completed for the operation at Centner Academy Contents 1.0 Definitions 2.0 School Location 3.0 Educational Program and Enrollment 4.0 School Schedule 4.1 School Schedule Commitment 4.2 School Schedule Example 5.0 Vehicle Operations 5.1 Vehicle Routes 5.2 Vehicle Stacking and Staging Spaces 5.3 Automobile Curbside Passenger Loading Zone 5.4 School Bus Passenger Loading Zone 5.4a School Bus Commitment 5.5 Parking Stall Operations 1.0 Definitions Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 5.6 Service Vehicle Operations 6.0 Pedestrian and Bicycle Facilities 7.0 Onsite Traffic Personnel and Devices 8.0 School Crossing and Speed Zone 9.0 Offsite Traffic Control Officers 9.1 State Crossing Guards 10.0 Special Event Provisions 11.0 Parent Traffic Handbook 12.0 Table Worksheets 13.0 Attachments 14.0 Endorsement For the purpose of this document, the following definitions for terms used herein shall apply to all sections unless the context clearly indicates otherwise: (1) Educational program: A planned curriculum with specific instructional beginning, progression and ending for the enrolled students. (2) Schedule Shift: A period of time when students are anticipated to be at the school facility to engage in programed activities (2.1) Instructional Shift: A period of time when students enrolled in a particular educational program must be in attendance. The beginning of this shift is often referred to as the "first bell" and the ending of this shift is often referred to as a "last bell." (2.2) Early Arrival Shift A period of time when students are allowed into the facility prior to the start of an instructional shift. This period may include other types of programs (e.g. breakfast, before care, etc.). (2.3) After School Shift: A period of time when students are allowed to remain at the facility after the end of all instructional shifts. This period may include other types of programs (e.g. after care, extra -curricular, sports, etc.) (2.4) Study Hall: A scheduled period of time, which begins with the school's first instructional shift (arrival time) and ends at the school's last instructional shift (dismissal time), where car-pooling students that arrive prior to their instructional shift and/or are dismissed earlier than their pick-up time (due to co -passenger students) are provided free of charge care. (2.5) Arrival Period: A time or period of time when students come to school to participate in an educational program. The time or period of time is set by the beginning of one or more instructional shifts. DTPW TOP Form Version 11 Page 1 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Oentner Academy school Traffic Operations Plan (TOP) Form (2.6) Dismissal Period: A time or period of time when students leave school due to the end of an educational program. The time or period of time is set by the end of one or more instructional shifts. (3) Vehicle Route: A maneuverable continuous vehicle path that provides access to the stacking and staging spaces. (4) Vehicle Stacking Space: A space in which pickup and delivery of children can take place. (5) Vehicle Queuing Space: A space where a vehicle can idle while waiting to enter into a stacking space. (6) Vehicle Staging Space: A space where a service vehicle may remain idle while providing their service. (7) Parked Stacking Space: A parking space designated for student drop-off and pick-up use during the arrival and dismissal operations. (8) By -Pass Lane: A minimum 10 foot wide vehicle travel lane adjacent to stacking and queuing spaces whose direction of travel is in the same direction as the stacking and queuing vehicles. (9) Open Parking Space: A parking space that has no assigned use during the arrival and dismissal operations. (10) Staff Parking Space: A parking space designated for staff use during the school's hours of operation. (12) Student Parking: A parking space designated for student use during the school's hours of operation. (13) Pedestrian Route: A continuous exclusive walking path that provides access from the public right-of-way to a school building entrance. k14) Bicycle Route: A continuous biking path that provides access from the public right-of-way to the school's bicycle storage. (15) Bicycle Storage: A designated area where bicycles may be secured and remain in place for the school day. (16) School Traffic Personnel: A school employee who reinforces the onsite traffic operations by guiding vehicles and pedestrians along designated routes within the school property. (17) Traffic Control Officer: An individual who has been authorized by a police department to direct traffic or operate a traffic control device as per section 316.640 of Florida Statute. (18) School Special Event: An organized event at a school facility that generates a peak vehicle trip count or a vehicle accumulation demand greater than the traffic parameters established by the school traffic operation plan. (19) School Crossing: An official school student crossing on an adopted school route plan of a school safety program. Any crossing not so officially designated is termed a "pedestrian crossing." DTPW TOP Form Version 11 Page 2 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Centner Academy School Traffic Operations Plan (TOP) Form 2.0 School Location Specify the school's name, site address, folio and hours of operation within the Table 2.0-1. 3.0 Educational Program and Enrollment A school provides instructions to students through its educational programs (Elementary, Middle, High, ect). Specify the school's educational programs and maximum enrollment by completing Table 3.0-1. Indicate the school's programs by entering the student enrollment associated with each program and/or enter "None" for student enrollment if a particular program does not operate at the school. School may offer educational programs that vary substantially from programs typically offered in schools. Provide a description of the school's educational programs in Table 3.0-2. 4.0 School Schedule A school schedule is composed of schedule shifts. A schedule shift may be classified as either a non - instructional shift (Breakfast Program, After School Care, or Extra Curricular Activity) or an instructional shift. The educational programs are scheduled by instructional shifts. Therefore, every schedule will include at least one instructional shift. A school's arrival period, as well as dismissal period, should not exceed 1.5 hours hecause of its effect on school speed zone hours. The different educational programs may be scheduled dependently or concurrently, but an educational program may not be divided by multiple instructional shifts. .nstructional shifts must be scheduled a minimum of 20 minutes apart to have their vehicle accumulation events be considered as independent events. The schedule may also include an early arrival shift and an after school shift. A school that proposes to operate with multiple instructional shifts must enact the multiple shifts from inauguration, regardless of student enrollment. For example, a K-8 school, which has two educational programs (K-5 and 6-8), may operate with one or two instructional shifts, but may not operate with three instructional shifts. A school's schedule may often be influenced by the site's vehicle accumulation capacity and other off -site traffic operational factors. A site's vehicle accumulation capacity and other factors are typically defined within a traffic study conducted by the school. Schools that operate with multiple instructional shifts are required to operate a "study half' period. The study hall period begins with the school's first arrival time and ends at the school's last dismissal time. This period must be provided free of charge for car-pooling students that arrive prior to their instructional shift and/or are dismissed earlier than their pick-up time due to co -passenger students. 4.1 School Schedule Commitment The school schedule will maintain the maximum number of students allowed per instructional shift and operate with the number of instructional shifts stated in Table 4.1-1, with a minimum 20 minute separation between any two instructional shifts. Parental vehicular access to onsite passenger loading facilities shall be open a minimum of 30 minutes prior to all arrival and dismissal time(s). ,e school will operate a "study hall" period when its schedule has more than one instructional shift. DTPW TOP Form Version 11 Page 3 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Oentner Academy School Traffic Operations Plan (TOP) Form 4.2 School Schedule Example The school is required to maintain the schedule commitment at all times. This commitment will define the school staggered shift schedule format, but actual start and end times may differ. Provide an example of the school schedule at full capacity in Table 4.2-1. School may offer educational programs that vary substantially from programs typically offered in schools. Provide a description of the school's schedule shifts in Table 4.22. 5.0 Vehicle Operations A school has various vehicle types that access the site regularly. These vehicle types may include automobiles, school buses, and service vehicles such as food delivery trucks and trash collecting trucks. The various vehicles require clear traffic patterns to maintain the site's safety and maneuverability when accessing the site. These patterns are termed vehicle routes. Once vehicles are on site, they accumulate as parking, stacking, queuing, or staging. The following section will formally define these vehicle routes and spaces within the TOP. 5.1 Vehicle Routes Vehicle routes consist of an entry, a pathway, and an exit. All routes must provide the appropriate geometry (e.g. lane width, effective radii) to accommodate the intended vehicles. The route should minimize the number conflict throughout its pathway. Each portion of the route must be identified using the following formats stated below. Vehicle Route Naming Format: Each route must be assigned a name that indicates its intended "purpose" and "service". Use the abbreviations contained in Table 5.1-1 to appropriately name the routes. For example, a curbside automobile passenger loading zone that is to be used by parents dropping -off elementary school students would be named "A(K-5)". Table 5.1-1 Route Name Key "Purpose" "Service" A Automobile Loading Zone K-12 Student Passengers —specify grade range B Bus Loading Zone Food Food Delivery P Parking Trash Garbage Pick-up S Service Vehicle Delivery General Delivery PED Pedestrian Pathway BIK Bicycle Pathway Route Entry and Exit Label Format: Each route's entry and exit location must be assigned a label. Each location label will be composed of an abbreviated location type and a number. Use Table 5.1-2 to provide the correct abbreviated location type and number. Route names, entries, and exits must be illustrated in a Ian view and attached to this document. DTPW TOP Form Version 11 Page 4 of 19 Centner Academy School Traffic Operations Plan (TOP) Form Table 5.1-2 Route Entry and Exit Location - Labeling Ke Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Location Type Number DW Driveway accessing the site Number all the locations sequentially for each "location type" set. Start with the number 1. Begin numbering from the NE corner of the plan and increase the numbers sequentially in a clock -wise direction until all locations are labeled. P Point located within a plan E Pedestrian and Bicycle Entrance and/or Exit Example: The entry and exit locations for a site that has two driveways (DW-1, DW-2) connecting to the public right-of-way, an internal drive aisle (P-1) connecting to the adjacent property, and a sidewalk connecting the main entrance (E-1) to the public right-of-way (E-2); will have three vehicle locations labeled as DW-1, DW-2, and P-1 and two pedestrian locations labeled El and E2. Entry and exit points along the vehicle route may have operational restrictions. The restrictions may be in place permanently or only during the times when the TOP is in effect. Use Table 5.1-3 to better understand the restriction notes to be used throughout this form. Table 5.1-3 Route Restrictions Note Ke Restriction Note Description Right In Only Vehicles may only enter into this location via a right turn movement. One Way Only All traffic is moving solely in one direction at this location. Right Out Only Vehicles may only exit out of this location via a right turn movement. 5.2 Vehicle Stacking and Staging Spaces All stacking and staging spaces must be accessed through a vehicle route. The stacking, queuing, and staging spaces along a vehicle route may not impede the operations of any other concurrently operating vehicle route or space operation. For example, a stacked or queued vehicle may not be located within the maneuvering "back -out" area of a parking space designated as a parked stacking space. Vehicle stacking spaces within passenger loading zones must have a passenger landing area for entering and exiting the vehicle. A 10 foot minimum by-pass lane must be provided for passenger loading zones whose combined stacking and queuing spaces are longer than 3 consecutive vehicle spaces. Parking spaces may be designated as stacking spaces. Access to the vehicle stacking spaces must be opened 30 minutes before the first scheduled time of use. 5.3 Automobile Curbside Passenger Loading Zone Operations An automobile passenger loading zone is a designated area for stacking automobiles and vans to load and unload passengers to and from a prescribed landing area. The pedestrian landing area for automobile loading zones must be located on the right side of the vehicle and should have a minimum size of 5 feet by 5 feet. Typically these landing areas are considered curbside passenger loading areas because the vehicles stack jacent to a curbed sidewalk. Automobile passenger loading zones that have a by-pass lane should taper the 4ead of the zone (the front space of the stacking line) towards the by-pass lane to merge the exiting stacked vehicles into the by-pass lane. DTPW TOP Form Version 11 Page 5 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ,entner Academy school Traffic Operations Plan (TOP) Form Specify if the school operates one or more automobile passenger loading zones by providing information of the vehicle route that provides access to the zone within the Table 5.3-1, or indicate no zone by entering "None" for the route name. The vehicle route must be illustrated in a plan view and attached to this document. The use of automobile passenger loading zones are limited to automobiles and vans only. Each vehicle space is measured at 22 feet long and 8 feet wide. If the school operates with an automobile passenger loading zone, indicate its capacity in Table 5.3-2. Enter zero (0) for the total capacity if the school does not have an automobile passenger loading zone. 5.4 School Bus Passenger Loading Zone Operations A school bus passenger loading zone is a designated zone for stacking school buses to load and unload passengers to and from a prescribed landing area. The pedestrian landing area for school bus passenger loading zones must be located on the right side of the vehicle and should have a minimum size of 8 feet by 8 feet. Specify if the school operates one or more school bus passenger loading zones by providing information of the vehicle route that provides access to the zone within the Table 5.4-1, or indicate no zone by entering "None" for the route name. The vehicle route must be illustrated in a plan view and attached to this document. le use of school bus passenger loading zones are limited to only school buses during arrival and dismissal Jperations. Each bus vehicle space measures 50 feet long and 10 feet wide unless otherwise stated in Table 5.4a-2. If the school operates with a school bus passenger loading zone, indicate its capacity in Table 5.4-2. Enter zero (0) for the total capacity if the school does not have a school bus passenger loading zone. The school's bus operations may be voluntary, recommended in a traffic study, and/or mandated by zoning resolution. Complete the section 5.4a to specify the minimum number of school buses required to operate at the school. 5.4a School Bus Commitment Specify the school's busing commitment by completing Table 5.4a-1 and Table 5.4a-2. Report zero (0) number of buses if the school has no busing commitment. Standard bus types have been provided in Table 5.4a-2 for convenience. The school is required to provide a school bus program that maintains the required minimum bus ridership participation reported in Table 5.4a-1 and Table 5.4a-2; and manage the program to ensure that bus accumulations are contained within the designated bus stacking and queuing spaces. 5.5 Parking Stall Operations All parking spaces used during the school's operation must be identified. The parking spaces must meet all governing parking stall codes. parked stacking spaces must have an unobstructed vehicle route to access these spaces during arrival and smissal shifts. Parking spaces that have no assigned use during arrival and dismissal operations due to chicle route obstructions will be termed open parking spaces. A cross parking agreement is required for all off -site privately managed parking spaces. DTPW TOP Form Version 11 Page 6 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ,entner Academy chool Traffic Operations Plan (TOP) Form Specify the school's parking space usage and quantities by completing Table 5.5-1. The parking spaces must be illustrated in a plan view and attached to this document. If the school has parked stacking spaces or student parking spaces, specify the route information that provides access to those spaces within the Table 5.5-2, or indicate no routes by entering "None" for the route name. The vehicle route must be illustrated in a plan view and attached to this document. 5.6 Service Vehicle Operations Schools often require service vehicles to enter and maneuver within the site to provide facility services. Specify the school's service vehicle routes by providing the vehicle route information within the Table 5.6-1, or indicate no routes by entering "None" for the route name. The vehicle route must be illustrated in a plan view and attached to this document. 6.0 Pedestrian and Bicycle Facilities A pedestrian route originating from the public right-of-way must be provided to all school building entrances. The route should be a minimum of 5 feet wide and have all the required elements when crossing a motorized vehicle travel lane (crosswalk, pedestrian ramp, etc.). All student entrances to the school site and buildings must be labeled by using Table 5.1-2. Only the main entrance is required to be labeled when multiple buildings are interconnected with pedestrian pathways. icycle routes that are combined with pedestrian traffic must have an eight (8) foot minimum width. For sites that have a bicycle storage area and that only provide standard pedestrian path widths are required to instate the following policy: "All bicyclists must dismount their bicycles and walk their bicycles to the designated bicycle storage when entering or exiting to the school site." Specify the pedestrian routes by providing the route information within the Table 6.0-1. The pedestrian route must be illustrated in a plan view and attached to this document. Specify the bicycle routes by providing the route information within the Table 6.0-2, or indicate no routes by entering "None" for the route name. The bicycle route must be illustrated in a plan view and attached to this document. Identify the bicycle storage locations throughout the site by labeling each location according to the following instructions: Each location must be label with the letters BS followed by a number (e.g. BS1). Begin with number 1. Do not repeat any location labels. List the storage locations and its capacity in Table 6.0-3. Enter "none" for the location to indicate no bicycle storage. The bicycle storage location must be illustrated in a plan view and attached to this document. 7.0 Onsite Traffic Personnel & Devices A functioning school TOP requires adherence to the prescribed routes and operations. Often school traffic vsonnel is required to guide pedestrians within passenger loading zones, assist with traffic flow at route inflict points, and encourage adherence to prescribed routes in areas not defined by the infrastructure's geometry. The school shall supply staff to direct any vehicles which may stage or stack in through travel lanes or non -designated parking areas within the public rights -of -way onto the school site. DTPW TOP Form Version 11 Page 7 of 19 Submitted into the public record for items) PZ.5 . on 10/24/2019 , City Clerk ';entner Academy Jchool Traffic Operations Plan (TOP) Form School traffic personnel should be stationed and assigned the following duties at the corresponding locations: assist students entering and exiting vehicles at loading zones (loading); guide traffic at points where active route pathways intersect (conflict); and encourage adherence at pathway decision points along the route (diverting). School traffic personnel school be on duty at least 30 minutes prior to scheduled shifts. Identify the school traffic personnel stations throughout the site by labeling each station according to the following instructions: Each station must be label with the letter S followed by a number (e.g. S1). Begin with number 1. Do not repeat any station labels. List the station locations and personnel duties in Table 7.0-1. Enter "none" for the location to indicate no school traffic personnel stations. The school traffic personnel stations must be illustrated in a plan view and attached to this document. Temporary traffic control devices (e.g. parking cones) may be useful at points within the routes that are not defined by the infrastructure's geometry and where school traffic personnel are not stationed. These temporary traffic devices may not be used in the public right-of-way unless managed by a traffic control officer. Identify the temporary traffic control devices located throughout the site by labeling each location according to the following instructions: Each location must be label with the letter C followed by a number (e.g. C1). Begin with number 1. Do not repeat any station labels. List the device location and description in Table 7.0-2. Enter "none" for the location to indicate that no devices will be used. The device locations must be illustrated in a )an view and attached to this document. 7.1 School Personnel Commitment The school is required to provide the school traffic personnel and temporary traffic control devices stated in Table 7.0-1 and Table 7.0-2. School traffic personnel must direct the school's traffic into onsite by-pass lanes or any available vehicle staging spaces during peak traffic generation periods to create additional onsite accumulation capacity when school related vehicle are queuing within non -designated areas of the right-of-way and/or through travel lanes. 8.0 School Zone and Crossings School zones may be provided for schools to alert drivers that they will be traveling near a school. A school zone is composed of signs and pavement markings. The school zone may also include a speed zone component that requires driver to reduce their travel speed. The speed zone is often enacted to provide control at designated school crossings serving elementary and middle schools. The school speed zone component may be composed of signs, pavement markings, and flashing beacons (as per the governing standard). The speed zone is required to be installed for school crossings when applicable. Indicate the existing and/or proposed school crossing(s) serving the school site within Table 8.0-1 Enter "none" for the road name to indicate that no school crossing exists or is proposed for this school. The school crossing locations must be illustrated in a plan view and attached to this document. DTPW TOP Form Version 11 Page 8 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Centner Academy .,chool Traffic Operations Plan (TOP) Form Indicate the existing and/or proposed school zones associated with the school site within Table 8.0-2. Enter "none" for the road name to indicate that no school zone exists or is proposed for this school. Indicate if a speed zone is a component of the school zone by marking the appropriate check box. A school speed zone should not have a continuous duration longer than two hours. If this school is served by a school speed zone, then specify the zone's posted hours in Table 8.0-3. Enter "none" for the period to indicate no posted hours. Use DTPW School Speed Zone Policy to determine appropriate time periods. Note that if the school is located in close proximity to an existing school speed zone (less than 300 feet), the zone and time period may be modified to cover both schools. Indicate below if the times are paired. If paired, provide areal illustrating adjacent school(s). 9.0 Offsite Traffic Control Officers Enforcement of the TOP routes and operations within the public right-of-way may only be performed by traffic control officers as per section 316.640 of the Florida Statute. Traffic control officers should be present during the start of each semester (first two weeks) to reinforce the traffic patterns established by the TOP. Specify the number, location, and duration of traffic control officers required to adequately enforce the TOP within Table 9.0-1. The school's endorsement of the traffic control officer enforcement plan must be stated within Table 9.0-2. traffic control officer may be stationed at an intersection to improve vehicle delays and operations during a peak traffic demand period. Schools may be required to provide the officer, or may do so voluntarily. Specify the commitment, location, and duration of the traffic control officer stations required for LOS management within Table 9.0-3. Enter "none" for the intersection to indicate that no officer management is voluntarily offered or required. 9.1 State Crossing Guards A school may implement a crossing guard program to assist young (K-8) students traversing school crossings when walking to and from school. A crossing guard is not traffic control officer, unless the guard is trained as a traffic control officer and employed subject to the conditions described in section 316.640, F.S. Specify the crossing guard stations and duration within Table 9.1-1. Enter "none" for the station to indicate that no crossing guards are stationed to serve the school. 10.0 School Special Events Planned school events, such as sporting events, school assemblies, and ceremonies may often generate larger peak traffic volumes and vehicle accumulations than a typical school day. The school will be required to manage the traffic impacts produced by a school special event within its neighborhood. Specify the special event types and provisions selected to mitigate its traffic impacts within Table 10.0-1. Enter "none" for event type to indicate that no school special events will planned at the school site. DTPW TOP Form Version 11 Page 9 of 19 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Centner Academy School Traffic Operations Plan (TOP) Form 11.0 Parent Traffic Handbook The Parent Traffic Handbook specifies a parent's child safety responsibilities and commitment to achieve an efficient traffic flow during the arrival and dismissal times. Parents of new students should be issued a Parent Traffic Handbook containing this TOP and are required to sign a contract with the school, which includes adherence to pick-up and drop-off procedures. Additionally, parents should be reissued the Parent Traffic Handbook and contract each new school year. The handbook and contract should be reviewed and signed during Parent Orientation prior to the start of school. A sample of the Parent Traffic Handbook and contact must be attached to this document. 12.0 Table Worksheets Complete this worksheet as per the instructions provided in sections 1.0 through 11.0 of this document. Educational Program Worksheet Table 2.0-1 School Location Name Centner Academy Address 4136 North Miami Avenue Folio Number(s) 01-3124-020-1040 Hours of Operations 7:00 AM to 3:00 PM Table 3.0-1 Educational Program and Enrollment Educational Program Grades Average Maximum Enrollment per Grade Maximum Enrollment Preschool, Pre-K and Kindergarten Preschool to K 29 195 Total Facility Enrollment 195 Table 3.0-2 Educational Program Descriptions Educational Program Description Preschool, Pre-K & Kindergarten Instructional Typical DTPW TOP Form Version 11 Page 10 of 19 Oentner Academy School Traffic Operations Plan (TOP) Form School Schedule Worksheet Table 4.1-1 School Schedule Commitment Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Period Maximum Number of Students Allowed within a Schedule Shift Minimum Number of Instructional Shifts at Full Enrollment Arrival 66 3 Dismissal 66 3 Table 4.2-1 School Schedule Example at Full Capacity Schedule Shift Grades Days [M, Tu, W, Th, F] Begin Time End Time No. of Students Shift 1 Preschool M,Tu,W,Th,F 7:00 1:00 64 Shift 2 Pre-K M,Tu,W,Th,F 7:45 2:15 65 Shift 3 Kindergarten M,Tu,W,Th,F 8:30 3:00 66 DTPW TOP Form Version 11 Page 11 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Oentner Academy ,chool Traffic Operations Plan (TOP) Form Automobile Passenger Curbside Loading Zone Worksheet Table 5.3-1 Automobile Loading Zone Route D Route Name Entrance Point �� Restriction Exit Point [X] Restriction Description G g D y�/�� -1 Right In Only ,/�/ D V V -1 Right Out Only Underground garage One Way Only One Way Only Lot ` 1n/ D v v -2 Right In Only �/�/ D V Y -2 Right Out Only Surface parking lot One Way Only � One Way Only Right In Only Right Out Only One Way Only ❑ One Way Only Right In Only Right Out Only One Way Only One Way Only Table 5.3-2 Automobile Loading Zone Vehicle Capacity Summary (Automobiles and Vans Route Name Stacking Space Capacity Queuing Spaces Capacity Total Capacity Garage 2 6 (underground) + 4 (ramp) 12 Lot See note below NOTE: The underground garage will provide parking spaces for staff only. Drop-off is available at the underground garage. The surface parking lot is available for parents. It is anticipated that most parents will park and then walk their children to class. DTPW TOP Form Version 11 Page 12 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ;entner Academy school Traffic Operations Plan (TOP) Form Bus Passenger Loading Zone Worksheet Table 5.4-1 School Bus Passenger Loading Zone Route Description * See Note 1 Below Route Name Entrance Point [X] Restriction Exit Point [X] Restriction None Right In Only Right Out Only One Way In One Way Out Right In Only Right Out Only One Way In One Way Out Right In Only Right Out Only One Way In One Way Out Table 5.4-2 Bus Loading Zone Vehicle Accumulation Capacity Summary Route Name Stacking Spaces Capacity Queuing Spaces Capacity Bus Capacity None Table 5.4a-1 Bussing Commitment * See Note 1 Below Minimum Number of Inbound Buses Required During the Arrival Period Minimum Number of Outbound Buses Required During the Dismissal Period None Table 5.4a-2 Bus Type and Capacit Quantity Bus Type Length Width Capacity Student Total by Type None S-BUS-11 [S-BUS-36] 45 10 65 S-BUS-12 [S-BUS-40] 50 10 84 Small Buses 30 9 24 Students Grand Total DTPW TOP Form Version 11 Page 13 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 'entner Academy ,chool Traffic Operations Plan (TOP) Form Parking Summary Worksheet Table 5.5-1 Proposed Parking Use Summary Parking Space Use Onsite Offsite Req. by Code Req. by Study Provided Provided Staff 13 13 Student Parked Stacking Open 4 Total 13 17 Note: 7 parking spaces underground and 10 at the surface parking lot. Table 5.5-2 Parked Loading Zone Route Description Route Name Entrance Point [X] Restriction Exit Point [X] Restriction Lot t D, I_^ V V L ❑ Right In Only VV ®, A '_2 ❑ Right Out Only ❑ One Way In ❑ One Way Out ❑ Right In Only ❑ Right Out Only ❑ One Way In ❑ One Way Out ❑ Right In Only ❑ Right Out Only ❑ One Way In ❑ One Way Out DTPW TOP Form Version 11 Page 14 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Oentner Academy School Traffic Operations Plan (TOP) Form Service Vehicle, Pedestrian and Bicycle Routes Worksheet Table 5.6-1 Service Vehicle Route Description Route Name Entrance Point [X]Restriction • Exit PointOperation [X] Restriction Period (times) S DW-1 ❑ Right In Only D y y�J�J I ❑ Right Out Only Off Peak ❑ One Way In ❑ One Way Out ❑ Right In Only ❑ Right Out Only ❑ One Way In ❑ One Way Out ❑ Right In Only ❑ Right Out Only ❑ One Way In ❑ One Way Out Table 6.0-1 Pedestrian Route Description Route Name Off -Site Entrance Point Building Entrance Point Operation Period (0:00-0:00) None Table 6.0-2 Bicycle Route Description Route Name Entrance Point Exit Point Operation Period (0:00 — 0:00) None Table 6.0-3 Bicycle Storage Description Bicycle Storage Location None Bicycle Capacity DTPW TOP Form Version 11 Page 15 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Centner Academy .school Traffic Operations Plan (TOP) Form Traffic Personnel, Equipment, Enforcement Worksheet Table 7.0-1 Onsite School Traffic Personnel Station Label Personnel Duties (Loading, Conflict, Diverting) Arrival Duty Period Dismissal Duty Period From To From To A Loading/Off Loading 7:30 8:30 1:00 3:00 B Traffic Control 7:30 8:30 1:00 3:00 C Traffic Control 7:30 8:30 1:00 3:00 Table 7.0-2 Onsite Temporary Traffic Control Devices Location Label Device Description (Number of Cones, Barricades, or Gates) Arrival Duty Period Dismissal Duty Period From To From To None Table 8.0-1 School Crossing Description Location East- West North- South Mid - Block Uncontrolled None ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DTPW TOP Form Version 11 Page 16 of 19 Centner Academy school Traffic Operations Plan (TOP) Form Table 8.0-2 School Zone Description Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Location Existing [x] Proposed [x] Signs & Markings [x] Speed Zone [x] Flashing Beacons [x] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Table 8.0-3 School Speed Zone Posted Times Is this a paired Zone? No 1 1 Yes Days of the Week Arrival Period AM I -I U Dismissal Period PM From To From To Monday Tuesday Wednesday Thursday Friday Table 9.0-1 Traffic Control Officer Enforcement Plan No. of Officers Intersection or Segment with Boundaries Arrival Dismissal Semester Start All Year ❑ ❑ ■ ✓ ❑ ❑ ❑ ■ ❑ 0 ❑ ■ Table 9.0-2 Traffic Control Officer Reinforcement Commitment Check Box [x] Reinforcement Commitment By marking this check box, the school agrees to provide all necessary resources to ensure traffic control officers will be present to enforce the TOP, as stated in Table 9.0-1. Table 9.0-3 Traffic Control Officer Stations for LOS Management Plan Intersection Required (R) Voluntarily (V) Arrival Time Period Dismissal Time Period From To From To None DTPW TOP Form Version 11 Page 17 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk ,chool Traffic Operations Plan (TOP) Form Table 9.1-1 Crossing Guard Stations No. of Guards School Crossing Station (Intersection) Arrival AM Time Period Dismissal PM Time Period From To From To None None Table 10.0-1 School Special Event Provisions Event Type Provision Descriptions None None DTPW TOP Form Version 11 Page 18 of 19 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 'entner Academy chool Traffic Operations Plan (TOP) Form 13.0 Attachments The following documents are required to be attached to the TOP. 1. A plan sheet showing all required illustrations stated within this TOP form. (It is suggested that TOP operations that vary by instructional shifts be shown in independent plan sheets.) 2. A Parent Traffic Handbook and contract sample. 3. A Cross -parking agreement (if utilized). 14.0 Endorsement By signing below, the school owner agrees to operate the school as prescribed within this document and will uphold all commitments specified herein. Signature Date Print Owner Name DTPW TOP Form Version 11 Page 19 of 19 LEGEND — Parent's Traffic Flow • Staff for drop-off/pick-up = Traffic Control Personnel Traf Tech ENGINEERING, INC irr Surface Parking Lot 1 ' .--i: ,•.'ii'il....: '' . . i---- --- ' ----7:56,---------- ,-- i...,,... NW 42 STREET ........ ........... ...... • . . • • . , • .................. • 1' o .1 ui 1;4 110 r. CZ Kr; •41Fril';') • To Underground Drop-off / Pick-up & Staff Parking TRAFFIC OPERATIONS PLAN z FIGURE la Centner Academy Miami, Florida 105 feet Stacking for 4 vehicles LEGEND Parent's Traffic Flow • Staff for drop-off/pick-up Traffic Control Personnel Traf Tech ENGINEERING, INC. 6 Staff Parking E Y ON WA _. Sta f Patking T"•fi t �;1,fi1 M rea clear of. Vehicles LIJ >- for o > Turns Staff. ONE Parking WAY 192 feet Stacking for i 8 vehicles 1 TRAFFIC OPERATIONS PLAN FIGURE lb Centner Academy Miami, Florida O PAF2KING r.p- LEVEL PLAN_ 6CA1.E in6'. if LoAFIONIL ONE ONE WAY WAY rlpMtt+ut0nt(• rvirMD-771 —Om itwO." wtNr4MITti D awtmM. ON., MAL MO.r, Of Of lo:sortfL Lop IloefILONILTO. ,01.111 i(W 1V•:Kr,•I: v ai non wr l ntli nl u 10m •alrlr lwlrn. eq 2lu•w0lr (v{ DutD w..oto rI l rM DI rAV .Ii1YA1; •Y,l r11 tl.Ott, li v 1lnIRMDt.11.tu..(PAW MOO i0(1 . t.1t11 fro., L 0 ADJACENT PROPERTY 30 NW 42 ST 144,IP USE: T3.I. ADJACENT PROPERTY' $I IP NW4I ST USE T)L 50.00' ADJACENT PROPERTY, �I 4100N MIAMI AVE USE: TS O SPACE .5. X 16 ADJACENT PROPERTY, 4124 N MIAMI AVE 7,200 S.F. LOT USE: TSA S000' 2TA• WIDE ACCESS ISLE a N MIAMI AVE 020 NW 42ND STREET PARKING 51TE $GALL I• . 07.0' SUR/RCT PROPERTY 20 NW 4221D STREET 7,200 S.F. LOT USE: T).L 19 I• ...;t ADJACENT PROPERTY 4136 N MIAMI AVE USE T4•L I` i9 I H I I 20'0^ WIDE I I DRIVEWAY I � I 2P-0" I 20'•0" PMUUNG r FRONT SFTRACK 1 YARD 11 t9 It NOI:TH MIAMI AVENJE �11 .0 NW oEv4 LI)YfL3 Inlni. SPACES .1111 N 9di ti ADDITIONAL PARKING A4.00 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 6/5/2019 •remind Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Communication for the classroom, home, and everywhere in between. Enter your email or phone number L.7 OR Sign up with Google By signing up, you agree to our Terms of Service and Privacy Policy. .51V' A simpler way to communicate Share updates and resources instantly with the people you need to reach. { Log in J Messages that go to any phone Remind works on the devices you already use —and keeps communication accessible for everyone. tps://www.remind.com 6/5/2019 Remind Submitted into the public record for item(s) PZ.5 . • on 10/24/2019 , City Clerk Built for education Personal information stays secure with privacy policies certified by iKeepSafe. FOR ADMINISTRATORS Get every family involved in student learning. 6/5/2019 Remind Whether you're setting district goals or running your school's day-to-day, Remind helps you manage communication and encourage community engagement. mac G::i pia11 FOR TEACHERS Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Send messages that students and parents can't miss. Teaching should be about your students, not tracking down handouts or playing phone tag. Remind makes it easy to reach your class —and puts time back in your day. ttDs://www rFminri rnm 6/5/2019 Remind FOR STUDENTS AND PARENTS Stay on top of what's going on at school. From class assignments to extracurricular activities, Remind makes sure you get the information you need, when you need it, right on your phone. PARTNERS ON REMIND Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Extend learning beyond the classroom. Remind's partnered with some of the leading companies in education to change how educators, students, and parents share the content that helps them teach and learn. Google Drive L`,' I ? L: Google Classroom O n e D rive :tps://www.remind.com (h Iti�la� 47x 1'. :f t rj I i /r3 6/5/2019 Remind vat d IAnINor 1 •wor Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk A simple way to stay connected Millions of educators, students, and parents use Remind to manage school communication and make time for what's important. erms & Policies PRODUCT COMPANY COMMUNITY Schools & Districts About Us Connected Educators Higher Education Careers Trust & Safety Teachers Press Help Center Families Resources Blog Partners Certified by ji iKEEPSAFE 0 tps://'wvw.remind.com Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk CO REORDER CALL 954-846-9399 RECYCLED PAPER 6/5/2019 ClassDojo Submitted into the public record for item(s) PZ.5 , on 10/24/2019 , City Clerk Bring every family into your classroom Join 95% of U.S. schools using ClassDojo to engage kids and connect with families! Free for teachers, forever. Sign up ClassDojo connects teachers with students and parents to build amazing classroom communities los://www.classdoio.com 6/5/2019 ClassDojo Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Create a positive culture Teachers can encourage students for any skill or value — whether it's working hard, being kind, helping others or something else Give students a voice Students can showcase and share their learning by adding photos and videos to their own portfolios Share moments with parents Get parents engaged by sharing photos and videos of wonderful classroom moments fps://www.classrinin r.nm 6/5/2019 ClassDojo Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk All Your Classroom Tools in One Place Make random groups of students. Display activity directions. Turn on background music. And there's so much more to come with ClassDojo Toolkit. Learn More (/toolkit/) tDS'//wiener riaccrinin rnm 6/5/2019 ClassDojo Give students a voice with digital portfolios Students can showcase their learning by adding photos and videos to their own digital portfolios. Available on Chromebooks, iPads, and any computer, Get Portfolios (/studentstories/) ° r 0 a 0 4 0 ti 1 ° ° c v 7 O Share the story of your classroom with families Instantly share photos, videos, and announcements on Class Story, or privately message with any parent • Parents easily join your class using any device • Instantly translate messages into 30+ languages • Let families know when you're busy with Quiet Hours CLearn More (/classstory/) 0 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk tps://www.classdojo.com A17 6/5/2019 ClassDojo Bring your school community together Teachers, school leaders, and families can partner on ClassDojo and create an incredible school community. Watch video Presenting? We've got you covered! Free resources and FAQs with everything you need to present! CGet Resources (/resources/) Any classroom, any device. 100% free. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk tps://www.classdojo.com S!7 6/5/2019 ClassDojo Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Works on iOS, Android, Kindle Fire, and on any computer Built with privacy by design. Read how we keep the community safe! (/privacycenter) ClassDojo will always be free for teachers Ready to join millions of other teachers? Get started now —> tps://www.ctassdojo.com 6/5/2019 ompany About us (/about) Press (Ipress) Careers (/jobs) Engineering (http://engineering.classdojo.com) Support Helpdesk (http://classdojo.zendesk.com) Contact (/contact) Terms of Service (/terms) Privacy Policy (/privacy) English (US) ClassDojo Resources Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Big Ideas (https://ideas.classdojo.com) Resources (/resources) Blog (http://blog.classdojo.com) Privacy Center (/privacycenter) Community Wall of Love (/wall -of -Love/) Facebook (http://facebook.com/classdojo) Twitter (http://twitter.com/classdojo) Instagram (https://instagram.com/classdojo) (https://itunes.apple.com/us/app/classdojo/id552602056?mt=8) ttps://play.google.com/store/apps/details?id=com.classdojo.android) ClassDojo. Inc GET 'TON /al Google Play tps://www.classdojo.com 7/7 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk C G Not secure Appo & i3 Office n 2,ERIABANK Welo - Perso_.•I.,..rfiencan Express C. V Event CAD Pters MB 0.rIine CIty cf Miarrn Pars Tradong SyL iBuild Miami Search by Atkire,..s PC Z..C.2-';5 is/uriber. Permit Nurnber rii CIptton... ilding Zoning Venfication Letters . Application Manage Appricafion Manage Permit Inspections Payments Help '74 Hi marcelo@eastofcoll 14-12M1-gigil-tIPP4- ri-e-e-71s anH)Review S:atus Vycxe_ms. poritractpr,g -hSV.Dra.v._4130 0131- BUILDING Approved (E) ELECTRICAL Approved (F) - FIRE Approved (FP) - FLOOD PLAIN Approved (MA) • MECHANICAL Approved (P) - PLUMBING Defied (PW) • PUBLIC WORKS Deried (S)- STRUCTURAL Approved (Z.) - "ZONING Denied , • . RBA AGo JH Ghia Jr:D HG GE patefn Llar/25/2019 Llay/07/2019 1.1arinAF2010 Mar/15/2019 Decf2812t)12. Apnti8C019 Jen/04/2019 Fet/19/2013 Tsme In 0228 0934 May09/2019 0222 May/07/2019 0943 Pp/12;2019 18 5.8 09.50 Liar/04/2019 12 43 10-'23 Mar)15r.0. IS 11:50 1.3 13 May/2312019 15 17 1027 D920 Jar/040019 0921 11:09 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk T() REORDER ('ALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support C.e- Aca1den v.. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. Signature �y ,1 Print Name Sign t e Print Narfie Print Name /L -( -"Address 33/9Z Telephone Number75'k 7/doS-- Address '\\3 �w Alas+ Address etimo,01,4-\ e Signature Address `C��1Q s3 1 kV- Print Name Telephone Number Telephone Number Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Signature Address 13 y ,477w4,, j,/2 p_ Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Pit) t c thus/ t-tec Print ame Si". ature Print Name /67 ,t/AJ `4,2-Si- Address V3 0N,-) W -e Address /57)3Y-7 -57-5'9Y Telephone Number Telephone Number (30 S/ 24/0 - S3S3 Address Telephone Number SI pu) c-{ ?,M - co.& -c,7,?-a, Address Signature Print Name )0c6k_c0Q1ber) Telephone Number 7&6 Signature Address Telephone Number Print Name Ankiihl 1414.411M.o 1 ►- Pr", i j .! A --72( PtA) 5 �a 4I r1, /) I Address Telep one Number Print Name 5-\`;,1 N Address sl Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition. the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student statio 2/2 `/// w ? [ gyg/p 7 Address Telephone Number 76fsFri(6,q(q ZAkrAddress Telephone Number Print Name r7 Li) Slignature Address Telephone Number t_K-Z-4,Je Kz A Print Name Y Signature Address Telephone Number 72/1 Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk O/Af Z(// Print I 'ame Signature /(4-c Print Name Signature Print Name V /V,V(V12// 3os —,Y7 7C? Address ,e__ Telephone Number Address 7 x/ 1-, 7 Address Telephone Number (7 60 7(OL 7 Telephone Number (P G\J(-U) slier znC1Cy N_3 tuUrS0�11 n' ( Address Telephone Number Print Name Print Signat Print Name i a mz/71/71,i75/00 Address Telephone Number Address Vr �.Address O v1 / D U ircf, Print Name Telephone Number Telephone Number Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. Signature Print Name Signature Print Name Signature Print Name Print Name Leg g1- 7 —z F5J g Address Telephone Number Address Address Telephone Number _7% Zoe-778ick Telephone Number 511A)W 97 S 91-{cig767° Address Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Signatur Print Name 0,/r eC5/5-72 )72/3 Address Telephone er 5-.6J LtS So& Signature " Address (� Print Name S Print N /a7 Si nature /`-- � � /( Print Name gz S 8(,7 Telephone Number 53N\A4-5s# 1K0 - 413 3- Li- 7 Address Telephone Number zi/6 73/- 49z Address Telephone Number Si ature Address Print Narrte /n S'g ature ' \ V-5V/ \/ k -0(/ Print Name Sig a t Print Name Signature Print Name Address Address Address au- ri Telephone Number Telephone Number Telephone Number Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk SignAature /, I � 6 -11,G- k/1 S_ _1 Print Name rg ,d 1Y) , F6--W--) AI - Address Telephone Number i3�NWqvgi (3Jo)3e-to-531� Address 33 I Telephone Number !32- NW s - C310) 57o- gSag Address 33 [Z Telephone Number Print Name Si nature Print Name all i2-a Go v � `��� v1-2 .220/ Signature Print Name Signature Print Name Signature Print Name Signature Print Name Address Telephone Number Address Telephone Number Address Telephone Number Address Telephone Number Address Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. ture erre Morg Gr1 Print Name I NW y4h Screei" %)g-306-763 3 Address Telephone Number Leo A/ NW tf6- i Address (624- �lgnatyfy� ,04 Print Name -1/1/14/ 0'44 Telephone umber L ST— LI* Address Telephone Number 166 .�10 [61j Si atur I t)A-k6 Address Telephone Number Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed byJee etual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. Signatur Print Name / 7J- 44 M/4/0/ JZ Address /1741Q. PG. 3,77 4 Address Address Czis- ? 993' -ys Telephone Number Telephone Number v e,22bra�� 2-(//4- Pr" - 'fir Ad ress Telephone Number Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Ave e into an emergent pre-school and kindergarten with a maximum of 195 student stations. Signature Address Telephone Nur 4A) s-. ' 7 cz45S3c Address Telephone Number Address Telephone Number Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE t Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk to e Pint e Siature Print gnature Print Name Print Name C v 0� Sigi tote' 1 Address Q0 YI \Q, �1 \ ✓ secjh Address Telephone Number Sick 571, 3� 73/ 3$// Address Telephone Number �--- �� .kJ.N t� f- p7' L-277-oP? Address Telephone Number 0�4 ee 6‘-2-/ 3 -3 7�7 Address Telephone Number Ala Print Name Signature Print Name Signature Print Name �3 h Telephone Number (.305)3C0-spa Telephone Number Address Telephone Number Address Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami. Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128. LLC. By and through this petition. the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N, Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. X o(IA— -57 Si (,},/ I/� Address ei LS OA) Lffq/ iiVa Ni Address Prit>tli . �e ture Pnnt N S_sjaature 1 Print Name 3n6--istker (eV? Telephone Number Telephone umr Address Telephone Number C �. �f.Z 42- �r7�J 7IGI 38� 5-g�. Address Telephone Number IGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ‘5-1 NIL()- oC tt— d� 337 3 07/ Address Telephone Number 50 1 J\1N1— 4120D S1 --)54f 302072 5�{e_/ /s Address Telephone Number Print Name (� L5-p/v6} Signat Address - - _ - 1 012t1C:z Print Name Signature I a,,4 G�c Print Name /'7E 2/ 3 Address 9 DAf. C- [l 3 Si Telephone Number ./ L _ `/yLJ- 7yL C- Telephone Number 7e6-a?9,7D,-;y Signate f Address 77-6.5q17A Ai Print Name Siaature frjft ►''t-,G S r-A%ci r / Print Name -76,ve.1-13 sr Address Telephone Number s?'C'b-,3'/—,60 Telephone Number J My H/ t 5wLetr- / 7 JS93 / q Address Tele hone Number 0,/ 443 57Azfr 3,3' c?,,z(i6 Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We. the undersigned owners of real properties located in close proximity to 4136 N. Miami .avenue. Miami, Florida. hereby petition the City of Miami. Florida to approve the application seeking a special exception as filed by Perpetual Love 4136. LLC and Perpetual Love 4128, LLC. By and through this petition. the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. Signture kos r°R4.1 Print Name 37Nt.0 f2 �-T �'bs— /3z-/z13 Ph) N6041 Address Telephone Number �A u 324vz✓(7' 31CSAM i A ,nature Address A/L.I N!3 l divy u i*A Telephone Number Print Name V ►� w 1 a sI aroferti 7F6 — jig 0_237 Si ..ture Address Telephone Number AR) OYMAN ��ia Print Name Address Telephone Number URE PAGES CONTINUED ON NEXT PAGE Print Name Signature Print Name Signature Print Name Signature Print Name Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk _7( WSJ _ YU J ,3JJ---- Tclephonc Number Address Telephone Number Address Telephone Number Address Telephone Numher Address Address Telephone Number Telephone Number Telephone Number Address Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stati Print Name --77//zi/1/ 34- s N Address f_ AA t cctitA_u 4/6 Ailf wsr Address 72. /66f" 7 Address ignature Address Print Name (10 Telephone Number Telephone Number elephefie Number Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. J am- /a,'- 3V;7- 7 5‘'‘ Sig ature Address Telephone Number iPrint Name /16 fit � S 4ea )" Address Telephone Number Print Name (cAakinCIRLi31\S)3 S ignature Address 0 (3%nu k- CA 1 K -� r int Name Si - ..ture Qf C4 Print Name Telephone Number ;7 Address Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. Signa Print Name 1/3f tJ&I Z4 f*, - Z19- ci7 7 Address Telephone Number Address y57- Telephone ne N ber �� Print Name Signature Print Name (_) \ I 1--Q Address Telephone Number Signirre cep -- �-,-1,3 C 2-4 Icc-730s---/ s f Cress ephone Number Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. ignature • 9 4Iigrf Print Name �r ture Print Name 74. Signature at-006 Print Name COLS _cam Signature Print Name Nre" Address Address WATS Address 114 ri-c - LcT Telephone Number (gen)5 —f Telephone Number Address Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING LOCATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confiiin that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. S. at Print ► . e ature Print Name - �'cr�avq Z`t S' N& /WAs/- �gGZga Z269 Address Telephone Number fD((o f g zi-14 /r7-4.9/ &1(.? tevrn-Y2_. Address /ctco__ iq 23/77 Telephone Number G , Li 6IV /\/ Zoo Av /d 2- )0S 1-1 -ova Signature Address Telephone Number -PAT-Lao.) SGi-Ivp2 Yu{At Print Signature r a &e Nat Print Name Address �s� � ►��-�f7�6 Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s)PZ.5_ on 10/24/2019 City Clerk PETITION SUPPORTING THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILING Lr>t CATED AT 4136 N. MIAMI AVENUE INTO AN EMERGENT SCHOOL WITH A MAXIMUM OF 195 STUDENT STATIONS We, the undersigned owners of real properties located in close proximity to 4136 N. Miami Avenue, Miami, Florida, hereby petition the City of Miami, Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, LLC and Perpetual Love 4128, LLC. By and through this petition, the undersigned confirm that they support Centner Academy. Upon due and proper consideration, the undersigned have elected to voluntarily sign this petition in support of the proposed conversion of the existing professional office building located at 4136 N. Miami Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. 2 Signature F' S R +iuC Print Name /LpD,Ve YoM d--1'7•2(79 •s-z'- Address Telephone Number Sig !.t „ Address P►'�k?t 1 hit. b L S Telephone Number Print Name Signature Print Name Signature Print Name Address Telephone Number Address Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Si nature I to A.. Print Name Signature Print Name Signature Print Name Signature Print Name Signature Print Name Signature Print Name ,_y/fr 400 (v -ZAP Ave,. - ; 0 Telephone Number gnature rI 1���� Telephone Number Pri tNarfie Telephone Number .171Vi S774/v 9 a- Ng_ z.i d i1v: 3 vS. Address Address Address Telephone Number Address Telephone Number Address Telephone Number Address Telephone Number Address Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk (r?6--1v *cf-- (U7r / 33/Z 7- Add er' ss Telephone Number /2-/e4 -66 /-6-6 nature Address u)((( GS Print Name more . Print Name Signature Print Name Address Telephone Number at 5 - (i7 S 573 - i c 2--� Telephone Number Address Telephone Number Signature Address Telephone Number Print Name Signature Address Telephone Number Print Name Signature Print Name Signature Print Name Address Telephone Number Address Telephone Number Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. Riley .n: mrazl <mrazl@bellsouth.net> Sent: Wednesday, May 29, 2019 10:18 AM To: William W. Riley Subject: Hi Bill Happy Thursday. got notice about meeting tonight - I can't come. Celine flying in at 4. Both her grandparents in hospital due to different reasons and to top it off, NC died in my car yesterday so car shuffling. Too much on the proverbial plate. I support the project. 1 I RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk rdr miami I public hearing notification services certified lists of property owners within a specific radius + radius maps + moiling labels + mailouts + notice of public hearing site posting rdrmiami.com diana@rdrmiami.com 1305.498.1614 7:1.c March 21, 2019 CITY OF MIAMI HEARING BOARDS P 0 BOX 330708 MIAMI, FL 33233-0708 Re: List of property owners within 500 feet of: 4136 N Miami Avenue, Miami, FL 33127 20 NW 42 Street, Miami, FL 33127 Total number of labels: 132, including duplicates I certify that the attached ownership list, map and mailing labels are 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 file in the Miami -Dade County Tax Assessor's Office. I also understand that a new list will be requested by the City of Miami Hearing Boards if it is determined the property owner information list initially submitted is older than six (6) months. Signature Diana B. Rio I RDR Miami I Rio Development Resources Name or Company Name 305.498.1614 Telephone dianardrmiami.com E-mail Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 St) Packet Pg. 64 OWNER NAME(S) MAILING STREET ADDRESS 21 25 NW 44 VENTURE LLC 27 DESIGN LLC CIO KAREN REITER 4029 N MIA AVE LLC 41 43 NW 41 ST LLC 41 DESIGN DISTRICT LLC 41 ST ART SPACE LLC 4141 DESIGN LLC 41 ST ST ART SPACE LLC 41 ST ST ART SPACE LLC 4201 NW 1ST AVENUE LLC 44 DESIGN LLC 45 DESIGN DISTRICT LLC 84 NW 42 ST AVE 84 NW 42ND STREET LLC ALIX FORTUNE ANASTASIA KOUTSIOUKIS ANDRE ALEXANDRE 8W ERZULE ANTONELLO PODDA ANTONIO JOSE GRULLON BENJAMIN RODRIGUEZ BERNARDO GONZALEZ BOB HUMMER INC BRANDON AND GORDON INVESTMENT LLC BRAYTON ANDIA MIAMI LLC BRICKELL RIVER INVESTMENT LLC CECELIA S CARR CERVIL CLERVIL CHOLLA 3946 LLC C/O L3 CAPITAL LLC CHOLLA 3946 LLC C/O L3 CAPITAL LLC CHRISTINE ANDRE EVELYN ANDRE CHRISTOPHER T BLAKELY GERALDINE M BLAKELY CLEAMI LLC CORALSTONE PRODUCTIONS LLC COURTNEY PARKING LLC COURTNEY PARKING LLC COURTNEY PROPERTIES LLC COURTNEY PROPERTIES LLC D AND E DIDIER INVESTMENTS LLC DO HOLDINGS OF MIAMI LLC DESIGN 50 LLC DIECI DEVELOPMENT LLC DIEULUS DIDIER 8 EDELINE DIDIER DIEULUS DIDIER 8W EDELINE DIONNE RUIZ DONALD PAULSHOCKEY DONNA 8 THEODORE TURNER ELIDA HERNANDEZ 8W PETER VASQUEZ ELISSA ANDERSON EMILIANO SHNITZER BARTOCCI SHARONY SHNITZER BARTOCCI EVELYN ANDRE EVITA BELIZAIRE FELIPE RAUL GONZALEZ FRANCO ZAMBOLI 24 NE 47 ST 1720 NE 198 TER 6218 NORTH FEDERAL HWY 4 HARBOUR POINT 4100 N MIAMI AVE 2 FL 4 HARBOUR POINT 555 NE 15 ST 9 FLO 4 HARBOR POINT 4 HARBOUR POINT 20000 NE 15 CT 1720 NE 198 TERR 5801 BISCAYNE BLVD 20000 NE 15 CT 20000 NE 15 CT PO BOX 4986 31 NE 43 ST 50 NW 44 ST 22 NE 44 ST 51 NE 42 ST 43 NW 42 ST 92 NW 44 ST 251 N COCONUT LANE 201 ALHAMBRA CIR 701 701 BRICKELL AVE 2000 12A S WALNUT ST 75 NW 41 ST 42-44 NW 42 ST 410 N MICHIGAN AVE 850 410 N MICHIGAN AVE STE 850 4185 NW 1 AVE 13840 SW 73 AVE 3321 COLE AVE APT 116 4728 NE MIAMI PLACE 110 MERRICK WAY STE 3A 110 MERRICK WAY STE 3A 5151 PINE TREE OR 5151 PINE TREE DR 7037 NW 2 AVE 777 BRICKELL AVE 950 1110 BRICKELL AVE STE 402 1024 LENOX AVE 65 51 53 NE 43 ST 68 NE 43 ST 30 NW 41 ST 95 NW 41 ST 21 NE 44 ST 4031 NW 1 AVE 4021 NW 1 AVE 1830 S OCEAN DR 6 4410 4185 NW 1 AVE 35 NW 44 ST 1408 BRICKELL BAY DR APT 610 54 NE 43 ST CITY STATE ZIP CODE COUNTRY FOLIO NUMBER MIAMI MIAMI FT LAUDERDALE KEY BISCAYNE MIAMI KEY BISCAYNE MIAMI KEY BISCAYNE KEY BISCAYNE MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI BEACH MIAMI MIAMI MILFORD MIAMI MIAMI CHICAGO CHICAGO MIAMI PALMETTO BAY DALLAS MIAMI CORAL GABLES CORAL GABLES MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI BEACH MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI HALLANDALE BEACH MIAMI MIAMI MIAMI MIAMI FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL DE FL FL IL IL FL FL TX FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 33137 33179 33308 33149 33127 33149 33132 33149 33149 33179 33179 33137 33179 33179 33269 33137 33127-2612 33137.3414 33137-3523 33127-2856 33127 33139-5161 33134 33131 19963 33127 33127-2857 60611 60611 33127 33158 75204-2358 33137 33134 33134 33140.2107 33140-2107 33150 33131 33131 33139 33137 33137-3410 33127 33127 33137-3413 33127-2859 33127-2859 33009 33127-2861 33127.2611 33131 33137 USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA USA 0131240201270 ' 0131240200870 ' 0131240241460 ' 0131240241290 ' 0131240241280 ' 0131240241301 ' 0131240241250 ' 0131240241430 0131240241300 ' 0131240201123 0131240201260 0131240241310 ' 0131240200955 0131240200951 ' 0131240201110 ' 0131240240680 ' 0131240201190 ' 0131240240630 ' 0131240240880 ' 0131240201100 ' 0131240201140 ' 0131240201250 0131240201000 0131240240820 ' 0131240201170 ' 0131240200920 ' 0131240200990 0131240210430 ' 0131240210420 ' 0131240240860 ' 0131240200970 ' 0131240210440 0131240240850 ' 0131240210230 0131240210240 0131240200850 0131240200860 ' 0131240240710 0131240201160 ' 0131240200980 ' 0131240241450 ' 0131240240700 0131240240760 0131240210250 0131240200940 ' 0131240240121 ' 0131240210310 ' 0131240210320 ' 0131240201210 ' 0131240200950 ' 0131240201290 0131240210290 ' 0131240240770 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 7.1.c Attachment: 5691 Application and Supporting Documentation (5691 : Exception-4136 N. Miami Ave and Packet Pg. 65 FRANK D ROSE GGH 38 LLC GRUPO QUADRO REAL EST LLC CIO RAMON ROJAS GRUPO QUADRO REAL ESTATE LLC HAMMY INC HILDA TYLER IAN SIMPKINS IDA LAND INVESTMENT HOLDINGS LLC INGRID MAGARIN INSTITUE OF COMTEMPORARY ART MIAMI INC INSTITUE OF CONTEMPORARY ART MIAMI INC INSTITUTE OF CONTEMPORARY ART MIAMI INC INSTITUTE OF CONTEMPORARY ART MIAMI INC ISNARD JEAN LOUIS 8 MARIE NICOLE JOSPETRE JTRS JAVIER MARIN ART AFFAIRS INTERNATIONAL INC JEFFREY T JERNIGAN JEFFREY T JERNIGAN JIMMY QUINONES JOHN GILPIN & BYRL GILPIN JOSE A GONZALEZ JUAN LOPEZ 8W NELIDA LOPEZ JULIO RAMOS 8W ROSA LARRY PUYANIC LIVING ROOM PROP INC LIVING ROOM PROP INC LIVING ROOM PROPERTIES INC LMC UNION INVESTMENT LLC LOUICOT ALEXANDRE LUDES NICOLE ESTATE OF LUIS A CABRERA MARTA M VILLA CABRERA LUIS RODRIGUEZ MARCO ESCOBAR 8 LIDIA BECERRA MARIE ROSE SAMEDI MARITZA DELOS SANTOS & GENOVEVA DELOS SANTOS MATTHEW CUNNINGHAM CLAUDIA CUNNINGHAH MIAMI LA LA LA LLC C/O PLATINUM PROPERTIES MIAMI BAROKH LLC MICHEL TIFFEAU MONICA SUAREZ NAWAZ GILANI NEA INVESTMENTS LLC NEA INVESTMENTS LLC NEA INVESTMENTS LLC NEOS DEVELOPMENT LLC NEW HORIZONS COMMUNITY MENTAL HEALTH CENTER INC OAK PLAZA ASSOCIATES DEL LLC CA/0 MIAMI DESIGN DISTRICT ASSOCIATES MANAGER LLC OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DESIGN DISTRICT ASSOCIATES MANAGER LLC OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC OAK PLAZA ASSOCIATES DEL LLC C/0 MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC OAK PLAZA ASSOCIATES DEL LLC MIAMI DESIGN DISTRICT ASSOCIATES MANAGER LLC OFELIA BAGLEY TRS SOFIA REVOCABLE LIVING TRUST JACQUELINE BAGLEY TRS ORCHARD HOLDING INVEST GROUP LLC OSVELD DANIS 8W HEUREUSE 4241 SW 134 AVE 18305 BISCAYNE BLVD STE #400 90 ALTON RD STE 1804 4141 NE 2 AVE #106A 251 N COCONUT LANE 11 NE 44 ST 134 NW 47TH TER 1395 BRICKELL AVE 14FLR 31 NW 41 ST 61 NE 41 ST 4040 NE 2 AVE #SUITE 200 61 NE 41 ST 61 NE 41 ST 50 NW 41 ST 11NW44ST 7 NE 42 ST 7 NE 42 ST 84 NW 44 ST 45 NE 42 ST 2294 NW 2 AVE 63.65 NW 44 ST 80 NW 41 ST 6100 RIVIERA DR 921 SW WASHINGTON ST STE 220 921 SW WASHINGTON ST 921 SW WASHINGTON ST STE 220 6337 NE 4 CT 50 NW 44 ST 65 NW 41 ST 1759 NW 30 ST 65 NW 42 ST 43 NE 43 ST 15 NE 43 ST 81 NW 40 ST 71 NW 40 ST 30 WALL STREET 11 TH FLOOR 60-62 NW 44 ST 55 NW 44 ST 1680 COLLINS AVE #403 6780 CORAL WAY 20 CALABRIA AVE APT 204 20 CALABRIA AVE APT 204 999 BRICKELL AVE STE 1001 1469 NW 36 ST 3841 NE 2 AVE STE 400 3841 NE 2 AVE STE 400 3841 NE 2 AVE STE 400 3841 NE 2 AVE STE 400 3841 NE 2 AVE STE 400 3841 NE 2 AVE STE 400 3841 NE 2 AVE STE 400 11540 SW 85 TER 20900 NE 30 AVE STE 514 26 NE 44 ST MIAMI AVENTURA MIAMI BEACH MIAMI MIAMI BEACH MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI CORAL GABLES PORTLAND PORTLAND PORTLAND MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI NEW YORK MIAMI MIAMI MIAMI BEACH MIAMI CORAL GABLES CORAL GABLES MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI AVENTURA MIAMI FL 33175 USA FL 33160 USA FL 33139 USA FL 33137 USA FL 33139 USA FL 33137-3413 USA FL 33127-2414 USA FL 33131 USA FL 33127 USA FL 33137 USA FL '33137 USA FL 33137 USA FL 33137 USA FL 33127-2806 USA FL 33127 USA FL 33137-3523 USA FL 33137-3523 USA FL 33127-2612 USA FL 33137-3588 USA FL 33127-4841 USA FL 33127 USA FL 33127 USA FL 33146-2707 USA OR 97205 USA OR 97205 USA OR 97205 USA FL 33138 USA FL 33127-2612 USA FL 33127-2805 USA FL 33142 USA FL 33127-2856 USA FL 33137 USA FL 33137-3409 USA FL 33127 USA FL 33127.2913 USA NY 10005 USA FL 33127-2612 USA FL 33127-2611 USA FL 33139 USA FL 33155 USA FL 33134-3106 USA FL 33134-3106 USA FL 33131 USA FL 33142 USA FL 33137 USA FL 33137 USA FL 33137 USA FL 33137 USA FL 33137 USA FL 33137 USA FL 33137 USA FL 33157 USA FL 33180 USA FL 33137-3414 USA ' 0131240201310 ' 0131240210280 ' 0131240241270 ' 0131240241221 ' 0131240241240 ' 0131240240120 ' 0131240240780 ' 0131240200960 ' 0131240200880 ' 0131240241220 ' 0131240241210 ' 0131240241330 ' 0131240241200 ' 0131240210270 ' 0131240201261 ' 0131240240830 ' 0131240240840 0131240201150 0131240240870 0131240200930 0131240201331 0131240210300 ' 0131240201122 0131240210410 0131240210401 ' 0131240210400 ' 0131240201280 ' 0131240201200 0131240200910 0131240210331 ' 0131240201121 ' 0131240240690 0131240240660 0131240210340 0131240210350 ' 0131240210220 0131240201180 ' 0131240201320 0131240240620 0131240210380 ' 0131240210390 ' 0131240210370 ' 0131240241231 ' 0131240200890 0131240201240 ' 0131240201070 ' 0131240201060 ' 0131240201230 ' 0131240201220 ' 0131240201080 ' 0131240490010 ' 0131240200900 ' 0131240241440 ' 0131240240621 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 7.1.c Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and :Packet; Pg.:66 PABLO ALVAREZ WALKIRIA ALVAREZ PATRICIA ARCHER PEDRO RODRIGUEZ &W LIDIA PERPETUAL LOVE 4128 LLC PERPETUAL LOVE 4128 LLC PERPETUAL LOVE 4136 LLC PROSPERO MUNGUIA &W DARINA RICHARD RAIMANN ROGES INNOCENT ROGES INNOCENT & MARIE J MENARD ROSCOE BRADLEY SR ROSCOE CRAIG BRADLEY JR RS JZ DESIGN 40 LLC C/O REDSKV CAPITAL LLC RS JZ DESIGN 40 LLC RUTH COCA & ANTONIO NUNEZ SABY L FABELO SAINT F ALCINDOR &W RITHA SANDY BENOIT & KERRY BENOIT & KEVIN BENOIT SARIMA GRACIA VEGA SEACHANGE PROPERTY LLC SELENA 0 ROZIER SUSAN K BRAUN SYLVANIE ABRAHAM TOOJA LLC TRAVIS JOHN COTT DAMARIS COTT WENDY S REYES 10010 NW 135 ST HIALEAH FL 33018 USA ' 0131240240110 65 NE 42 ST MIAMI FL 33137-3523 USA 0131240240900 48 NW 41 ST MIAMI FL 33127-2806 USA ' 0131240210260 3921 ALTON RD 465 MIAMI FL 33140 USA 0131240201030 3921 ALTON RD 465 MIAMI FL 33140 USA 0131240201020 3921 ALTON RD 465 MIAMI BEACH FL 33140 USA 0131240201040 37 NW 42 ST MIAMI FL 33127-2856 USA 0131240201090 129 NE 45 ST MIAMI FL 33137-3419 USA 0131240240640 30 NE 43 ST MIAMI FL 33137-3410 USA ' 0131240240800 40 NE 43 ST MIAMI FL 33137-3410 USA 0131240240790 44 NE 44 ST MIAMI FL 33137 USA 0131240240610 3 HOPE ST BROOKLYN NY 11211-4404 USA 0131240270210 3 HOPE ST BROOKLYN NV 11211-4404 USA 0131240270180 57 NW 42 ST MIAMI FL 33127-2856 USA ' 0131240201120 22 NE 43 ST MIAMI FL 33137 USA ' 0131240240810 25 LOYD ST LYNN MA 01902 USA 0131240240670 4227 NW 1 AVE MIAMI FL 33127-2863 USA 0131240201130 36 NE 42 ST MIAMI FL 33137 USA ' 0131240241230 3835 EL PRADO BLVD MIAMI FL 33133 USA ' 0131240240600 4321 N MIAMI AVE MIAMI FL 33127-2623 USA 0131240240650 45 NW 44 ST MIAMI FL 33127-2611 USA 0131240201300 32 NW 42 ST MIAMI FL 33127 USA ' 0131240201010 2000 N BAYSHORE DR 702 MIAMI FL 33137 USA 0131240201330 59 NE 42 ST MIAMI FL 33137 USA ' 0131240240890 61 NW 40 ST MIAMI FL 33127-2913 USA 0131240210360 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 7.1.c Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and Packet: Pg: 67 FOLIO NUMBER LEGAL DESCRIPTION ' 0131240201270 ' 0131240200870 '0131240241460 ' 0131240241290 ' 0131240241280 ' 0131240241301 ' 0131240241250 ' 0131240241430 ' 0131240241300 ' 0131240201123 ' 0131240201260 ' 0131240241310 ' 0131240200955 ' 0131240200951 ' 0131240201110 ' 0131240240680 ' 0131240201190 ' 0131240240630 ' 0131240240880 ' 0131240201100 ' 0131240201140 ' 0131240201250 ' 0131240201000 ' 0131240240820 ' 0131240201170 ' 0131240200920 ' 0131240200990 ' 0131240210430 ' 0131240210420 ' 0131240240860 ' 0131240200970 ' 0131240210440 ' 0131240240850 ' 0131240210230 ' 0131240210240 ' 0131240200850 ' 0131240200860 ' 0131240240710 ' 0131240201160 ' 0131240200980 ' 0131240241450 ' 0131240240700 ' 0131240240760 ' 0131240210250 ' 0131240200940 ' 0131240240121 ' 0131240210310 ' 0131240210320 ' 0131240201210 ' 0131240200950 ' 0131240201290 ' 0131240210290 ' 0131240240770 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 3 BLK 7 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 4 BLK 5 BILTMORE SUB PB 6-67 W52FT OF LOTS 11 & 12 LESS W10FT FOR R/W BLK 9 BILTMORE SUB PB 6-67 LOT 15 BLK 8 BILTMORE SUB PB 6-67 LOT 14 LESS W10FT BLK 8 BILTMORE SUB PB 6-67 LOT 17 BLK 8 24 53 41 BILTMORE SUB PB 6-67 LOTS 11 & 12 LESS W10FT FOR R/W BLK 8 BILTMORE SUB PB 6-67 LOT 9 BLK 9 BILTMORE SUB PB 6-67 LOT 16 BLK 8 P8 3-22 BUENA VISTA HGTS ADD AMD PL LOTS 11 & 12 BLK 6 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 1 LESS N10FT & LESS E10FT FOR R/W 8LK 7 BILTMORE SUB PB 6-67 LOT 18 BLK 8 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 15 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 14 BLK 5 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 7 BLK 6 BILTMORE SUB PB 6-67 LOT 16 & LOT 17 BLK 4 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 18 BLK 6 24 53 41 BILTMORE SUB PB 6-67 LOT 10 BLK 4 BILTMORE SUB PB 6-67 LOT 19 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 6 BLK 6 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 13 LESS S43FT BLK 6 BUENA VISTA HGTS ADD AMD PL S50FT OF N94FT OF LOTS 23 & 24 LESS El OFT OF S50FT OF PB 3-22 N94FT OF LOT 24 FOR R/W BLK 6 BUENA VISTA HGTS ADD PB 3-22 LOT 20 BLK 5 BILTMORE SUB PB 6-67 LOTS 11 & 12 BLK 5 LESS WIOFT FOR ST BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 16 BLK 6 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL W30FT LOT 9 & ALL LOT 10 BLK 5 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 19 BLK 5 24 53 41 PRINCESS PARK PB 6-87 LOT 5 BLK 3 PRINCESS PARK PB 6-87 LOTS 1 TO 4 INC BLK 3 BILTMORE SUB PB 6-67 LOT 17 BLK 5 24 53 41 P8 3-22 BUENA VISTA HGTS ADD AMD PL LOT 17 BLK 5 PRINCESS PARK PB 6-87 LOT 6 BLK 3 24 53 41 BILTMORE SUB P8 6-67 LOT 16 BLK 5 PRINCESS PARK PB 6.87 LOT 3 BLK 2 PRINCESS PARK PB 6-87 LOT 4 8LK 2 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 1 LESS E1 OFT & ALL LOT 2 BLK 5 OR 19230.0734 0800 2 (2) 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 3 BLK 5 BILTMORE SUB PB 6-67 LOT 20 BLK 4 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 15 BLK 6 BUENA VISTA HGTS ADD AMD PL PB 3 22 LOT 18 BLK 5 BILTMORE SUB P8 6-67 LOTS 11 & 12 LESS W52FT BLK 9 BILTMORE SUB PB 6-67 LOT 19 BLK 4 BILTMORE SUB PB 6-67 LOT 4 & E1/2 OF LOT 5 BLK 5 PRINCESS PARK P8 6-87 LOT 5 BLK 2 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 12 BLK 5 24 53 41 BILTMORE SUB PB 6-67 LOT 15 BLK 1 PRINCESS PARK P8 6-87 LOT 11 I3LK 2 PRINCESS PARK PB 6-87 LOT 12 BLK 2 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 20 BLK 6 BUENA VISTA HGTS PB 3-22 ADD AMD PL LOT 13 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 5 BLK 7 PRINCESS PARK PB 6-87 LOT 9 BLK 2 BILTMORE SUB P8 6-67 LOT 6 & W1/2 LOT 5 BLK 5 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 7.1.c Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and Packet: Pg:` 68 ' 0131240201310 ' 0131240210280 ' 0131240241270 ' 0131240241221 ' 0131240241240 ' 0131240240120 ' 0131240240780 ' 0131240200960 ' 0131240200880 ' 0131240241220 ' 0131240241210 ' 0131240241330 ' 0131240241200 ' 0131240210270 ' 0131240201261 ' 0131240240830 ' 0131240240840 ' 0131240201150 ' 0131240240870 ' 0131240200930 ' 0131240201331 ' 0131240210300 ' 0131240201122 ' 0131240210410 ' 0131240210401 ' 0131240210400 ' 0131240201280 ' 0131240201200 ' 0131240200910 ' 0131240210331 ' 0131240201121 ' 0131240240690 ' 0131240240660 ' 0131240210340 ' 0131240210350 ' 0131240210220 ' 0131240201180 ' 0131240201320 ' 0131240240620 ' 0131240210380 ' 0131240210390 ' 0131240210370 ' 0131240241231 ' 0131240200890 ' 0131240201240 ' 0131240201070 ' 0131240201060 ' 0131240201230 ' 0131240201220 ' 0131240201080 ' 0131240490010 ' 0131240200900 ' 0131240241440 ' 0131240240621 24 53 41 P8 3-22 BUENA VISTA HGTS ADD AMD PL LOT 7 BLK 7 PRINCESS PARK PB 6-87 LOT 8 BLK 2 24 53 41 BILTMORE SUB PB 6-67 LOT 13 BLK 8 24 53 41 BILTMORE SUB PB 6-67 LOT 7 BLK 8 BILTMORE SUB PB 6-67 LOT 10 BLK 8 24 53 41 BILTMORE SUB PB 6-67 E5OFT LOTS 13 8 14 BLK 1 BILTMORE SUB P8 6-67 LOT 7 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 16 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 5 BLK 5 24-53-41 BILTMORE SUB PB 6-67 LOT 6 BLK 8 BILTMORE SUB P8 6-67 LOT 5 BLK 8 BILTMORE SUB PB 6-67 LOTS 19 & 20 8 W1/2 OF LOT 21 BLK 8 BILTMORE SUB PB 6 67 LOT 4 BLK 8 PRINCESS PARK PB 6-87 LOT 7 BLK 2 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 2 LESS N10FT BLK 7 BILTMORE SUB PB 6-67 LOTS 13 8 14 LESS W10FT BLK 5 BILTMORE SUB PB 6-67 LOT 15 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3.22 LOT 14 LESS S43FT BLK 6 BILTMORE SUB PB 6-67 LOT 18 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 11 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 10 BLK 7 PRINCESS PARK PB 6-87 LOT 10 BLK 2 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 10 BLK 6 PRINCESS PARK P8 6-87 LOTS 23 8 24 BLK 2 PRINCESS PARK PB 6-87 LOT 22 BLK 2 PRINCESS PARK PB 6-87 LOT 21 BLK 2 BUENA VISTA HGTS ADD AMD PL P9 3-22 LOT 4 BLK 7 BUENA VISTA HGTS ADD AMD PL P8 3-22 LOT 19 BLK 6 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 8 & E2OFT LOT 9 BLK 5 24 53 41 PRINCESS PARK PB 6-87 LOTS 13 & 14 LESS W56FT BLK 2 BUENA VISTA HGTS AMD PL PB 3-22 LOT 9 BLK 6 24 53 41 BILTMORE SUB PB 6-67 LOT 18 BLK 4 BILTMORE SUB PB 6-67 LOTS 13 8 14 LESS W10FT BLK 4 PRINCESS PARK PB 6-87 LOT 15 BLK 2 PRINCESS PARK PB 6-87 LOT 16 BLK 2 PRINCESS PARK PB 6-87 LOTS 1 & 2 BLK 2 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 17 BLK 6 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 8 BLK 7 BILTMORE SUB PB 6-67 LOT 8 BLK 4 24 53 41 PRINCESS PARK PB 6-87 LOT 19 BLK 2 24 53 41 PRINCESS PARK PB 6-87 LOT 20 BLK 2 PRINCESS PARK PB 6-87 LOT 18 BLK 2 BILTMORE SUB P8 6-67 LOT 9 BLK 8 BUENA VISTA HGTS ADD AMO PL PB 3-22 LOT 6 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 N44FT LOTS 23 8 24 LESS E1OFT OF LOT 24 BLK 6 PB 3-22 BUENA VISTA HGTS ADD AMD PL N100FT LOTS 1 & 2 LESS E1OFT OF LOT 1 FOR ST BLK 6 BUENA VISTA HGTS ADD AMD PL PB 3-22 S44FT LOTS 1 & 2 LESS ST BLK 6 BUENA VISTA HGTS ADD AMD PL S50FT LOTS 23 & 24 BLK 6 LESS Et OFT LOT 24 P8 3-22 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOTS 21 & 22 BLK 6 24 53 41 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOTS 3 8 4 BLK 6 MUSEUM SUBDIVISION PB 172-098 T-23541 TR A BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 7 BLK 5 OR 21559-1610 0803 3 COC 22185-3937 03 2004 1 BILTMORE SUB PB 6-67 LOT 10 BLK 9 24 53 41 BILTMORE SUB PB 6-67 l-OT 9 BLK 4 Submitted into the public record for item(s) PZ•5 on 10/24/2019 , City Clerk 7.1.c Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and Packet Pg. 69 ' 0131240240110 ' 0131240240900 ' 0131240210260 ' 0131240201030 ' 0131240201020 0131240201040 ' 0131240201090 ' 0131240240640 ' 0131240240800 ' 0131240240790 0131240240610 ' 0131240270210 ' 0131240270180 ' 0131240201120 ' 0131240240810 ' 0131240240670 ' 0131240201130 ' 0131240241230 ' 0131240240600 0131240240650 ' 0131240201300 ' 0131240201010 ' 0131240201330 ' 0131240240890 ' 0131240210360 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk BILTMORE SUB PB 6-67 W57FT OF LOTS 13-14 LESS W10FT FOR R/W BLK 1 BILTMORE SUB PB 6-67 LOT 21 BLK 5 PRINCESS PARK PB 6-87 LOT 6 BLK 2 BUENA VISTA HGTS ADD AMD S50FT LOTS 23 & 24 BLK 5 LESS E1 OFT TO CITY PB 3-22 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 22 BLK 5 PB 3-22 BUENA VISTA HGTS ADD AMD PL N94FT OF LOTS 23 8 24 LESS El OFT 8 LESS COMM 10FTW OF SE COR OF LOT 24 BLK 5 TH N 0 DEG E 129.29FT SWLY AD 2.93FT FOR BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 5 BLK 6 BILTMORE SUB PB 6-67 LOT 11 LESS STS BLK 4 BILTMORE SUB PB 6-67 LOT 9 BLK 5 BILTMORE SUB PB 6-67 LOT 8 BLK 5 BILTMORE SUB PB 6-67 LOT 7 BLK 4 COMM BILTMORE PB 6-132 LOTS 19 THRU 24 LESS W10FT OF LOTS 21 TO 24 FOR R/W BLK 2 COMM BILTMORE PB 6-132 LOTS 14 THRU 18 BLK 2 PB 3-22 BUENA VISTA HGTS ADD AMD PL LOT 8 BLK 6 BILTMORE SUB PB 6-67 LOT 10 BLK 5 BILTMORE SUB PB 6-67 LOT 15 BLK 4 BUENA VISTA HGTS ADD AMD PL PB 3-22 S43FT OF LOTS 13 8 14 BLK 6 BILTMORE SUB PB 6-67 LOT 8 BLK 8 OR 21349-2529 0303 4 BILTMORE SUB PB 6-67 LOTS 4 THRU 6 BLK 4 BILTMORE SUB PB 6-67 LOT 12 LESS W10FT TO BLK 4 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 6 BLK 7 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 21 BLK 5 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 9 BLK 7 BILTMORE SUB PB 6-67 LOT 20 BLK 5 PRINCESS PARK PB 6-87 LOT 17 13LK 2 7.1.c Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and Packet Pg. 70 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-8469399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Buena Vista StakehoIde Buena Vista Heights Association Buena Vista East Historic Neighborhood Assoc. "Bringing Unity to the Community" COMMUNITY MEETING When: Monday, May 13, 2019 Where: Centner Academy Preschool 4136 N Miami Ave, Miami, FL 33127 Time: 6:30 p.m. AGENDA An introduction of the new preschool at N. Miami Ave and NW 41st. Come meet their team and learn about the benefits and responsibilities they will bring to the Buena Vista area. Food and drinks will be provided. BVS Chairwoman Danielle Lee • bvstakeholders@gmail.com • 786-267-1124 BVH Chairman Ulysses Kemp • gto6770@icloud.com • 305-332-4064 BVEHNA Chairwoman Robin Porter -Alvarez • bvehna@gmail.com •305-984-5987 .4010 "Bringing Unity to the Community" Submitted into the public record for item(s) pZ•5 on 10/24/2019 , City Clerk 39 u E N /\ v is' F /\ qf A I (Id s H O L ) F E Buena Vista Heights Association NEIGHBORHOOD MEETING When: Thursday, May 16th, 2019 Where: Church of God of Prophecy 4528 NW lst Ave, Miami, FL 33127 Time: 7pm AGENDA 1) City of Miami Capital Improvements Dept to introduce upcoming, Lowered speed limits in Buena Vista, 2)Traffic calming project 1st phase status, BVS Chairperson Danielle Lee • 786-267-1124 • bvstakeholders@gmail,com Board Members Lorena Ramos, Ron St. Paul, Donald Shockey, Amir Williams, Kathy Karrington, Liana Rivera BVH Chairperson Ulysses Kemp • gto6770@icloud.com • 305-332-4064 Rosa Ramos Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Buena Vista stakeholders Buena Vista Heights Association Buena Vista East Historic Neighborhood Assoc. "Bringing Unity to the Community" COMMUNITY MEETING When: Wednesday, May 22, 2019 Where: Clive's Cafe 5890 NW 2nd Avenue, Miami, Florida 33127 Time: 6:30 p.m. AGENDA An introduction of the proposed Centner Academy preschool at N. Miami Ave and NW 41st. Come meet their team and learn about the benefits and responsibilities they will bring to the Buena Vista area. Food and drinks will be provided. BVS Chairwoman Danielle Lee • bvstakeholders@gmail.com • 786-267-1124 BVH Chairman Ulysses Kemp • gto6770@icloud.com • 305-332-4064 BVEHNA Chairwoman Robin Porter -Alvarez • bvehna@gmail.com •305-984-5987 Submitted into the public amW.Riley, Esq. Greenspoon Marder LLP 600 Brickell Avenue, Suite 360 Miami, Florida 33131 Telephone: 305.789.2770 Ext. 3417 Email: W.Riley@gmlaw.com COMMUNITYMEETING When: Wednesday, May 22, 2019 at 6:30pm Where: Harry's Pizzeria 3918 N Miami Ave,, Miami Florida 33127 Centner Academy welcomes you to join the school's leadership tea to learn about their proposed exciting new school on 42nd and Nor Miami. Centner Academy is more than a school. It's a place for children t4 be empowered with emotional intelligence, business mentorshipan healthy living. Please support us and enjoy free food and drinks. At any questions you have for our excitii g ew, Centner Academy Proposed 413.6 North Miami Avenue Miami Fl,or info@centneracad.emy.co.m.' 78r 8-8646 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk CENTNER ACADEMY Invites YOU and Your NEIGHBORS to a... COMMUNITY MEETING When: Thursday, May 30, 2019 Where: The Courtney Building 4100 N Miami Avenue, Second Floor, Miami, FL 33127 Time: 6:30 p.m. AGENDA An introduction of the new preschool at N. Miami Ave and NW 41st. Come meet their team and learn about the benefits and commitments they will bring to the Buena Vista area. BV5 Chairwoman Danielle Lee • bvstakeholders@gmail.com • 786-267-1124 BVH Chairman Ulysses Kemp • gto6770@icloud.com • 305-332-4064 BVEHNA Chairwoman Robin Porter -Alvarez . bvehna@gmail.com •305-984-5987 Submitted into the public record for item(s) pZ.5 on 10/24/2019 , City Clerk BUENA VISTA HEIGHTS NEIGHBORHOOD ASSOCIATION http://www.BVHNA.Com Email: buenavhna@gmail.com Buena vista Heights will be hosting a meeting on Thursday MAY 30, 2019 at 6:00 PM- 8:00 pm CORRECT LOCATION IS; The Church of God Prophecy located at 4528 NW 1st Ave. The Agenda We are inviting everyone to come out to hear the updates that are going on in our neighborhood! Questions, ideas and suggestions are welcome. • Perpetual love 4136,4128, LLC • DBA CENTNER ACADEMY • WE NEED TO KNOW MORE ABOUT A NEWLY PROPOSED DAYCARE AND HOW THE ADDITIONAL 195 CARS WILL AFFECT OUR ALREADY BUSY STREETS. Pending Application for THE COURI'N EY BLDG. 4100 N. Miami Av. for REZONING PZ-19-2801 CONFLICT FOR MEETING PLACE. • Planning Dept. will be present, crime prevention specialist and net representatives will be present. • Attorney; William W. Riley Jr. Esquire Contact: Ulysee Kemp 305-332-4064 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 'CO REORDER CALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. Riley 'rn: Andrea D'Alessio <a@bbd.nyc> bent: Thursday, May 16, 2019 10:41 AM To: William W. Riley Subject: Fwd: please Email here Attachments: BVSMAY132019MEETINGAGENDA.docx; ATT00001.htm; BVSMAY162019MEETINGAGENDA.docx; ATT00002.htm Begin forwarded message: From: Andrea D'Alessio <a@bbd.nyc> Date: May 10, 2019 at 11:21:27 PM EDT To: Taylor Taylor <t@bbd.nyc> Subject: Fwd: please Email here 500 of each bro please asap Begin forwarded message: From: Danielle Lee <bvstakeholders @ gmail.com> Date: May 10, 2019 at 11:18:34 PM EDT To: Leila <leila6059868 @ Pmail.com> Cc: a@bbd.nyc, jbmandel@dlccapmcmt.com, david@centner.com, Megan@dlccapmgmt.com, Robin Porter -Alvarez <raporter@hotmail.com>, "Ulysee Kemp (gto6770@icloud.com)" <2to6770 @ icloud.com>, amircaliph <amircaliph @ yahoo.com> Subject: Re: please Email here Hi Andrea and Leila, Please find attached the flyers for the preschool meeting on Monday, as well as the community's traffic calming meeting this Thursday. Please let me know if you have any questions regarding their distribution. Thank you for canvassing for both meetings to support the neighborhood. Best regards, Danielle Renee Lee - Chairperson www.buenavistastakeholders.com bvstakeholders@gmail.com 786-267-1124 t Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk "Many hands make the load lighter" - Haitian proverb On Thu, May 9, 2019 at 9:44 PM Leila <leila6059868@gmail.com> wrote: Thank you;) so we can get the flyers printed. Sent from my iPhone 2 I TO REORDER CALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Good morning, Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk This meeting was called by Buena Vista heights Neighborhood Association, However this notification letter Does not include the Association which called for the meeting. This will be a small turnout as it is but even smaller without the participation and support of Buena Vista heights Neighborhood Association. Our logo is enclosed Buena Vista heights Neighborhood Association PRESIDENT ULYSEE KEMP On May 10, 2019, at 11:20 PM, Andrea D'Alessio <a@bbd.nyc> wrote: Thank you Danielle I will print tomorrow and get them All out from 39th street to 54th Thank you On May 10, 2019, at 11:18 PM, Danielle Lee <bvstakeholders@gmail.com> wrote: Hi Andrea and Leila, Please find attached the flyers for the preschool meeting on Monday, as well as the community's traffic calming meeting this Thursday. Please let me know if you have any questions regarding their distribution. Thank you for canvassing for both meetings to support the neighborhood. Best regards, Danielle Renee Lee - Chairperson www.buenavistastakeholders.com bvstakeholders@gmail.com 786-267-1124 "Many hands make the load lighter" - Haitian proverb On Thu, May 9, 2019 at 9:44 PM Leila <leila6059868@gmail.com> wrote: 4 Thank you;) so we can get the flyers printed. Sent from my iPhone <BVSMAY132019MEETINGAGENDA.docx> <B VSMAY 162019MEETINGAGENDA.docx> Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846A399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. Riley Jm: William W. Riley Sent: Thursday, May 16, 2019 6:03 PM To: Danielle Lee; amircaliph; Katherine Karrington; ronstpaul@gmail.com; dpsmiami@hotmail.com; lianarivera23@gmail.com; lorenaneighbor@gmail.com; raporter@hotmail.com; gto6770@icloud.com Cc: Isabel Del Busto; Andrea D'Alessio Subject: RE: Centner Academy Attachments: Centner Neighborhood Meeting Announcement.DOCX Good afternoon everyone. As promised, I am attaching a draft version of the neighborhood meeting invitation for your review and consideration. We are proposing to have the meeting on Wednesday, May 22 at 6:30 PM. We were able to reserve indoor space at the Clive's Cafe located at 5890 NW 2 Avenue where food and drinks will be available. I understand that at one-time it was discussed having the meeting at the proposed pre-school but we are currently working on modifications to the internal elevator systems and, as you probably know, OSHA regulations prohibit us from holding a meeting indoors at that location while construction work is proceeding. In lieu of having the meeting outdoors along N. Miami Avenue, where it can be noisy, we thought an indoor setting would be preferable. Of course we are happy to walk you and your neighbors around the exterior of the school at any time, including before or after our meeting. If the attachment is acceptable to the group, including the date and time, please let us know at your earliest enience. We would like to advertise the meeting as soon as possible. Thank you all again for your continued attention to this item. I sincerely appreciate it. GreenspoonMarder LLP William W. Riley, Jr., Esq., Partner Landuse and Government Procurement Brickell World Plaza 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 Office: (305) 789.2717 ( Cell: (786) 282.9899 ( Fax: (305) 537.3947 W.Rilev@gmlaw.com www.gmlaw.com The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material and/or information and may also be an opinion. Any review, re- transmission, dissemination, reproduction or other use of, or taking any action in reliance upon this information is prohibited. If you received this in error, please contact the sender by email and delete all the material and information from all computers. From: William W. Riley Sent: Wednesday, May 15, 2019 6:53 PM anielle Lee <bvstakeholders@gmail.com> L_. amircaliph <amircaliph@yahoo.com>; Katherine Karrington <property@1fhs.com>; ronstpaul@gmail.com; dpsmiami@hotmail.com; lianarivera23@gmail.com; lorenaneighbor@gmail.com; raporter@hotmail.com; gto6770@icloud.com; Isabel Del Busto <Isabel.DelBusto@gmlaw.com>; Andrea D'Alessio <a@bbd.nyc> Subject: Re: Centner Academy 1 Thank you ma'am. We will create that invite and we will circulate it to this group for comment tomorrow rning. I also want to take this opportunity to confirm that, as promised, the item was deferred this evening to the June 5 agenda. I sincerely thank you and look forward to our meeting. Have a great evening. GreenspoonMarder LLP William W. Riley, Jr., Esq., Partner Landuse and Government Procurement Brickell World Plaza 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 Office: (305) 789.2717 I Cell: (786) 282.9899 I Fax: (305) 537.3947 W.Rilev@gmlaw.com www.gmlaw.com Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material and/or information and may also be an opinion. Any review, re- transmission, dissemination, reproduction or other use of, or taking any action in reliance upon this information is prohibited. If you received this in error, please contact the sender by email and delete all the material and information from all computers. May 15, 2019, at 5:36 PM, Danielle Lee <bvstakeholders@g,mail.com> wrote: Hi William, I suggest your group creates a digital and physical flyer/invite. In Buena Vista Heights we typically pass out a flyer to each mailbox. Some of us do email blasts, and/or post on social media. We'll share the digital copy with our residents. Of course, any other ideas are welcome. Thanks for considering our feedback. -Danielle Lee On Wed, May 15, 2019, 12:15 PM William W. Riley <William.W.Rilev@gmlaw.com> wrote: Good morning everyone. My name is Bill Riley and I'm the attorney representing Centner Academy. I sent a text message yesterday, which I believe included everyone on this email thread. In case my text message was not received by one or more of you, I wanted to follow-up with this email. First and foremost, I wanted to inform you all that I wrote to the city yesterday and informed them of my intent to request a deferral of this application from this evening to the June 5 agenda. 2 Secondarily I wanted to proceed to coordinate the neighborhood meeting at a time and location convenient to each of your associations. Can you please give me your preference on the date and time to hold the meeting? I appreciate it. Thank you GreenspoonMarder LLP William W. Riley, Jr., Esq., Partner Landuse and Government Procurement Brickell World Plaza 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 Office: (305) 789.2717 I Cell: (786) 282.9899 I Fax: (305) 537.3947 W.Rilev@gmlaw.com www.gmlaw.com Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material and/or information and may also be an opinion. Any review, re -transmission, dissemination, reproduction or other use of, or taking any action in reliance upon this information is prohibited. If you received this in error, please contact the sender by email and delete all the material and information from all computers. GREENSPOON MARDER LLP LEGAL NOTICE The information contained in this transmission may be attorney/client privileged and confidential. It is intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by reply e-mail. Unless specifically indicated otherwise, any discussion of tax issues contained in this e-mail, including any attachments, is not, and is not intended to be, "written advice" as defined in Section 10.37 of Treasury Department Circular 230. 3 A portion of our practice involves the collection of debt and any information you provide will be used for that purpose if we are attempting to collect a debt from you. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 4 Submitted into the public record for item/d PZ.S . FO 121()141/111 CA1.1, 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. Riley s m: William W. Riley Sent: Friday, May 17, 2019 6:43 PM To: Ulysee Kemp Cc: Andrea D'Alessio; Lorena Ramos; Danielle Lee; amircaliph; Katherine Karrington; ronstpaul@gmail.com; dpsmiami@hotmail.com; lianarivera23@gmail.com; raporter@hotmail.com; Isabel Del Busto Subject: Re: Centner Academy As we discussed, I respectfully request the opportunity to meet with you and your neighbors. My client meant no disrespect. To the contrary, she thought a small meet and greet with residents within walking distance of the proposed school would be advantageous to residents. We would like to have the formal neighborhood meeting with you all and your members. We standby willing and eager to have that meeting at the location and date of your choosing. Thank you for your consideration of our request. I appreciate it. GreenspoonMarder LLP William W. Riley, Jr., Esq., Partner Landuse and Government Procurement Brickell World Plaza 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 Office: (305) 789.2717 I Cell: (786) 282.9899 I Fax: (305) 537.3947 lilev@gmlaw.com ww.gmlaw.com The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material and/or information and may also be an opinion. Any review, re- transmission, dissemination, reproduction or other use of, or taking any action in reliance upon this information is prohibited. If you received this in error, please contact the sender by email and delete all the material and information from all computers. On May 17, 2019, at 6:25 PM, Ulysee Kemp <gto6770@icloud.com> wrote: I spoke with Mr W. RILEY THIS MORNING AND A FEW MINUTES AGO. He said he disagreed with his client scheduling a meeting just before the proposed meeting that was agreed to with both Neighborhood Associations this morning. With total disrespect to both immediate Neighborhood Associations, Buena Vista heights Neighborhood Association And Buena Vista Stakeholder decided to post a community meeting. This clearly was not an attempt to work with the Neighborhood. A back to back meeting will have very little participation. Buena Vista heights Neighborhood Association PRESIDENT ULYSEE KEMP VICE PRESIDENT ROSA RAMOS On May 17, 2019, at 6:00 PM, Andrea D'Alessio <a@bbd.nvc> wrote: i Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk William W. Riley m: Lorena Ramos <lorenaneighbor@gmail.com> Sent: Wednesday, May 29, 2019 11:08 AM To: William W. Riley Cc: Ulysee Kemp (gto6770@icloud.com); amircaliph; Katherine Karrington; Robin Porter - Alvarez; Andrea DAlessio; Liana Rivera; Donald Shockey Subject: Re: Buena Vista heights Neighborhood Association Meeting Attachments: 20190529_110123 jpg I don't know if Ulysee can send you a flyer himself. I just took a picture right now. I saw it this morning on Nextdoor app. Have a great day, everyone, Lorena "Without a struggle, there can be no progress." Frederick Douglass Buena Vista Stakeholders Corp. Lorena Ramos, Founder and Board Member 27 NE 49 Street Miami, FL 33137 (305) 213-3747 •w.buenavistastakeholders.com ,naneiQhbor@gmail.com On Wed, May 29, 2019 at 11:05 AM William W. Riley <William.W.Riley@gmlaw.com> wrote: Unfortunately I wasn't aware. I had many messages with Mr. Kemp over the Memorial Day weekend. He mentioned that he was in the process of scheduling a meeting and that I and my client would be invited to attend his meeting, as he (and everyone) has always been encouraged to attend the meetings we have and will continue to host with members of the community. I appreciate being advised of the meeting. Thank you. It is sincerely appreciated. GreenspoonMarder LLP William W. Riley, Jr., Esq., Partner Landuse and Government Procurement Brickell World Plaza 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 Office: (305) 789.2717 I Cell: (786) 282.9899 I Fax: (305) 537.3947 W.Riley@gmlaw.com www.gmlaw.com " 1e information transmitted is intended only for the person or entity to which it is addressed and may contain .fidential and/or privileged material and/or information and may also be an opinion. Any review, re- .insmission, dissemination, reproduction or other use of, or taking any action in reliance upon this information is prohibited. If you received this in error, please contact the sender by email and delete all the material and information from all computers. t On May 29, 2019, at 10:51 AM, Lorena Ramos <lorenaneighbor@gmail.com> wrote: Mr. Riley, I just wanted to make you aware the Ulysee, who is copied on this email, also has a meeting on the same evening. You may want to attend theirs also. Thank you, Lorena "Without a struggle, there can be no progress." Frederick Douglass Buena Vista Stakeholders Corp. Lorena Ramos, Founder and Board Member 27 NE 49 Street Miami, FL 33137 (305) 213-3747 www.buenavistastakeholders.com lorenaneighbor@gmail.com Forwarded message From: Nextdoor Buena Vista West <reply@rs.email.nextdoor.com> Date: Tue, May 28, 2019 at 11:32 PM Subject: Buena Vista heights Neighborhood Association Meeting To: <Iorenaneighbor@gmail.com> 111 Ulysee Kemp. Buena Vista West Please join us, This should be a very interesting meeting. The City of Miami planing Dept. will be there to clarify some concerns and answer questions about the proposed daycare, Centner Academy. The owners and associates are welcome. Ger�ral v1C11 28 Lf, 1 nei hhi,rhu;d, Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk VieW c:m Ne\ttloc- • ....;4..2. £LW4:t.. ._ r....M.,,Ma.,..,, P:Q11 Wirt rs ,(;;.-oat tn. D'•C,C MA tOOscar ax Ickt,fo cart onjHxirax..!' Quee..y klar • RaMn„ri.:.e•t.7,tf3LtC - rim rt.NINIR AC:ADF\il' • H L 4'[ 1-7) TCi 0,O15' ►tt)141- 1'o&rr A PR(a"CY.ii I) DAY('AR7. A\'D WA'.I11E. AllDr1'IS 5/1 C.AZW1l1 ARC(Tix. S'i STRII Tr. 1'a41-4Ap,ltdrpc 5-r 111t. Ct15 R T b c: ip1 (•S: 71I 1 eL r.(17. �J Thank Pri v ate message 2 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk View or Reply This me.ssa_'e is i ten&cl for loren nei .fthor( ent i! cont. Unsubscribe here. \2\t Igor S75 Stevenson Street. Suite 700. San Francisco. CA 04103 GREENSPOON MARDER LLP LEGAL NOTICE The information contained in this transmission may be attorney/client privileged and confidential. It is intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by reply e-mail. Unless specifically indicated otherwise, any discussion of tax issues contained in this e-mail, including any attachments, is not, and is not intended to be, "written advice" as defined in Section 10.37 of Treasury Department Circular 230. A portion of our practice involves the collection of debt and any information you provide will be used for that purpose if we are attempting to collect a debt from you. 3 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk TO REORDER CALL 954-846-9399 RECYCLED PAPER 6/5/2019 Property Search Application - Miami -Dade County OFFICE THESubmitted into the public Summary Report property Informati-on :olio: 01-3124-020-1030 'roperty Address: 4128 N MIAMI AVE Miami, FL 33127-2846 )weer PERPETUAL LOVE 4128 LLC Mailing Address 3921 ALTON RD 465 MIAMI, FL 33140 USA 3A Primary Zone 6101 CEN-PEDESTRIAN ORIENTATIO primary Land Use 1081 VACANT LAND - COMMERCIAL : VACANT LAND 3eds / Baths / Half 0/0 / 0 'Ioors 0 .iving Units 0 \ctual Area 0 Sq.Ft .iving Area 0 Sq.Ft ldjusted Area 0 Sq.Ft .ot Size 5,000 Sq.Ft 'ear Built 1978 .s. .sment Information 'ear 2018 2017 2016 .and Value $2,250,000 $2,250,000 $1,250,000 luilding Value $641,025 $641,025 $163,333 :F Value $11,561 $11,743 $11,924 larket Value $2,902,586 $2,902,768 $1,425,257 Lssessed Value $853,662 $776,057 $705,507 ienefits Information enefit Type 2018I 2017 2016 Ion -Homestead :ap Assessment Reduction $2,048,924 j $2,126,711 $719,750 late: Not all benefits are applicable to all Taxable Values (i.e. County, School oard, City, Regional). hort Legal Description UENA VISTA HGTS ADD AMD 50FT LOTS 23 & 24 BLK 5 ESS E10FT TO CITY PB 3-22 DT SIZE 50.000 X 100 ,R 17068-1853 0196 2 record for item(s) PZ.5 on 10/24/2019 , City Clerk Taxable Value Information 2018I 2017I 2016 County Exemption Value L $01 $0 $0 Taxable Value $853,6621 $776,057 $705,507 School Board Exemption Value $0 $0 $0 Taxable Value $2,902,586 $2,902,768I $1,425,257 City Exemption Value $0 $0 $0 Taxable Value $853,662 $776,0571 $705,507 Regional Exemption Value $0 $0 $0 Taxable Value I $853,662 $776,057 $705,507 Sales Information Previous Sale Price OR Book- Page Qualification Description 09/14/2018 $5,000,000 31149 0385 Qual on DOS, multi -parcel sale 01/01/1996 $195,000 17068 1853 Deeds that include more than one parcel 11/01/1990 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed 11/01/1990 $150,000 1 9938 Deeds that include more than one parcel e 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 d Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp rsion: 5/5/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY AP Summary Report 'roperty Information 'olio: 01-3124-020-1470 'roperty Address: 4444 N MIAMI AVE Miami, FL 33127-2626 )caner 4440 4444 NMA LLC tailing Address 3921 ALTON RD #465 MIAMI BEACH, FL 33140 USA 'A Primary Zone 3901 GENERAL URBAN 36 U/A LIMITED rimary Land Use 0066 VACANT RESIDENTIAL : EXTRA FEA OTHER THAN PARKING ,eds/Baths /Half 0/0/0 loors 0 tying Units 0 .ctual Area 0 Sq.Ft lying Area 0 Sq.Ft djusted Area 0 Sq.Ft of Size 9,252 Sq.Ft ea 't Multiple (See Building Info.) ssessment Information aar 2018 2017 2016 and Value $462,600 $216,452 $173,162 uilding Value $67,646 $32,079 $32,142 F Value $2,855 $2,050 $2,074 arket Value $533,101 $250,581 $207,378 ssessed Value $244,205 $105,173 $95,612 enefits Information anefit Type i 20181 2017 2016 on -Homestead ap Assessment Reduction $288,896 $145,408 $111,766 Dte: Not all benefits are applicable to all Taxable Values (i.e. County, School lard, City, Regional). hort Legal Description 3 3-22 JENA VISTA HGTS ADD AMD PL DRTION OF N47FT OF LOTS 23 & 24 ESC - BEG NW COR OF LOT 23 TH 17j OOFT N22.14FT TO PT OF Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value information 20181 20171 2016 County Exemption Value I $01 $0 $0 Taxable Value I $244,2051 $105,173 $95,612 School Board Exemption Value $0 $0 1 $0 Taxable Value $533,101 $250,581 $207,378 City Exemption Value I $0 $0 $0 Taxable Value 1 $244,2051 $105,173 $95,612 Regional Exemption Value $01 $01 $0 Taxable Value $244,2051 $105,1731 $95,612 Sales Information Previous Sale Price OR Book- Page Qualification Description 09/17/2018 $1,100,000 31155- 2632 IQual by exam of deed 04/28/2018 $332,500 30964- 1614 Trustees in bankruptcy, executors or guardians 11/21/2011 $100 27915 2744 Corrective, tax or QCD; min consideration 10/01/2004 $0 22749- 3025 Sales which are disqualified as a result of examination of the deed 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 I Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY AP Summary Report 'roperty Information 'olio: 01-3124-020-1470 'roperty Address: 4444 N MIAMI AVE Miami, FL 33127-2626 )wner 4440 4444 NMA LLC failing Address 3921 ALTON RD #465 MIAMI BEACH, FL 33140 USA 'A Primary Zone .3901 GENERAL URBAN 36 U/A LIMITED 'rimary Land Use 0066 VACANT RESIDENTIAL : EXTRA FEA OTHER THAN PARKING leds / Baths / Half 0 / 0 / 0 loors 0 iving Units 0 ,ctual Area 0 Sq.Ft iving Area 0 Sq.Ft ,djusted Area 0 Sq.Ft of Size 9,252 Sq.Ft eE It Multiple (See Building Info.) .ssessment Information aar 2018 2017 2016 and Value $462,600 $216,452 $173,162 uilding Value $67,646 $32,079 $32,142 F Value $2,855 $2,050 $2,074 arket Value $533,101 $250,581 $207,378 ssessed Value $244,205 $105,173 $95,612 enefits Information anefit Type 2018 2017 2016 on -Homestead ap Assessment Reduction $288,896 $145,408 $111,766 Dte: Not all benefits are applicable to all Taxable Values (i.e. County, School )ard, City, Regional). hort Legal Description 8 3-22 JENA VISTA HGTS ADD AMD PL DRTION OF N47FT OF LOTS 23 & 24 ESC - BEG NW COR OF LOT 23 TH 171 ' 00FT N22.14FT TO PT OF Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information I 2018 2017 2016 County Exemption Value $01 $0 $0 Taxable Value $244,2051 $105,173 $95,612 School Board Exemption Value $01 $0 $0 Taxable Value $533,101 $250,581 $207,378 City Exemption Value $01 $0I $0 Taxable Value $244,2051 $105,173 $95,612 Regional Exemption Value $0 $0 $0 Taxable Value $244,205 $105,1731 $95,612 Sales Information Previous Sale Price OR Book- Page Qualification Description 09/17/2018 $1,100,000 31155- 2632 Qual by exam of deed 04/28/2018 $332,500 30964- 1614 Trustees in bankruptcy, executors or guardians 11/21/2011 $100 27915 2744 Corrective, tax or QCD; min consideration 10/01/2004 $0 22749- 3025 Sales which are disqualified as a result of examination of the deed 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 I Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp sion: Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY A Summary Report property Information 'olio: 01-3124-020-1000 )roperty Address: 36 NW 42 ST Miami, FL 33127-2853 )wner NW 42ND STREET LLC flailing Address 3921 ALTON RD #465 MIAMI, FL 33140 USA 'A Primary Zone 0104 SINGLE FAM-ANCILIARY UNIT 'rimary Land Use 0081 VACANT RESIDENTIAL : VACANT LAND leds / Baths / Half 0/0 / 0 'loors 0 .iving Units 0 Lctual Area 0 Sq.Ft iving Area 0 Sq.Ft idjusted Area 0 Sq.Ft of Size 7,200 Sq.Ft 'ear Built 0 ,s .,ment Information ear 2019 2018 2017 and Value $183,542 $163,877 $133,084 uilding Value $0 $0 $0 F Value $0 $0 $0 larket Value $183,542 $163,877 $133,084 ssessed Value $145,874 $132,613 $120,558 enefits Information enefit Type 20191 2018 2017 on -Homestead Cap Assessment Reduction $37,6681 $31,264 $12,526 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School Dard, City, Regional). hort Legal Description JENA VISTA HGTS ADD PB 3-22 )T 20 BLK 5 )T SIZE SITE VALUE 19464-4191 01 2001 5 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information 20191 20181 2017 County Exemption Value $0 $0 $0 Taxable Value $145,874 $132,6131 $120,558 School Board Exemption Value $0 $01 $0 Taxable Value $183,542 $163,877 $133,084 City Exemption Value $01 $0I $0 Taxable Value $145,8741 $132,6131 $120,558 Regional Exemption Value $0 1 $0 $0 Taxable Value $145,874 $132,6131 $120,558 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 03/14/2019 $425,000 31370-2818 Qual by exam of deed 11/19/2015 $100 29910-2475 Corrective, tax or QCD; min consideration 11/19/2015 $100 29910-2476 Corrective, tax or QCD; min consideration 11/19/2015 $325,000 29910-2477 Qual by exam of deed C )f 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 I Jade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY AP Summary Report 3roperty Information 'olio: 01-3124-024-0810 'roperty Address: 22 NE 43 ST Miami, FL 33137-3410 )wner NE 43RD STREET LLC Railing Address 3921 ALTON ROAD 465 MIAMI, FL 33140 USA 'A Primary Zone 0104 SINGLE FAM - ANCILIARY UNIT 'rimary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT leds / Baths / Half 3/2/0 loors 1 lying Units 11 ,ctual Area Sq.Ft iving Area Sq.Ft .djusted Area 1,469 Sq.Ft of Size 5,000 Sq.Ft ear Built Multiple (See Building Info.) .s sment Information ear 2019 2018 2017 and Value $280,904 $280,904 $267,528 uilding Value $91,888 $91,905 $45,962 F Value $5,412 $5,4781 $5,544 arket Value $378,204 $378,2871 $319,034 ssessed Value $117,779 $115,583 $113,206 enefits Information 9nefit 'Type 2019 2018 2017 3ve Our Homes ap Assessment Reduction $260,4251$262,704 $205,828 omestead 'Exemption $25,000 $25,000 $25,000 :cond Homestead 'Exemption i $25,0001 $25,000 $25,000 Dte: Not all benefits are applicable to at Taxable Values (i.e. County, School )ard, City, Regional). iort Legal Description LTMORE SUB PB 6-67 )T 10 BLK 5 )T SIZE SITE VALUE 1r'^11-0262 1000 3 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information 20191 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $67,779 1 $65,583 $63,206 School Board Exemption Value $25,0001 $25,0001 $25,000 Taxable Value $92,7791 $90,583 $88,206 City Exemption Value i $50,000 $50,000 $50,000 Taxable Value I $67,779 $65,583 $63,206 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value i $67,779 $65,583 $63,206 Sales Information Previous Sale Price OR Book- Page Qualification Description 03/15/2019 $498,000 31370- 2794 Qual by exam of deed 10/01/2000 $0 19331- 0262 Sales which are disqualified as a result of examination of the deed 10/01/1997 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed 02/01/1975 $29,900 00000- 00000 Sales which are qualified 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY AF Summary Report Property Information =olio: 01-3124-024-0100 Property Address: 4421 N MIAMI AVE Miami, FL 33137-2625 )wner 4421 NMA LLC Nailing Address 3921 ALTON RD 465 MIAMI BEACH, FL 33140 USA A Primary Zone 5700 DUPLEXES - GENERAL primary Land Use 0802 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS 3eds / Baths / Half 13/2/0 'loors 1 .iving Units 2 \ctual Area 1,685 Sq.Ft .iving Area 1,620 Sq.Ft \djusted Area 1,642 Sq.Ft .ot Size 5,092.5 Sq.Ft 'ear Built 1952 ►s ment Information 'ea, 2019 2018 2017 .and Value $226,480 $226,480 $226,480 Wilding Value $102,461 $102,461 $51,230 :F Value $431 $436 $441 larket Value $329,372 $329,377 $278,151 ,ssessed Value $209,515 $196,138 $183,724 lenefits Information enefit Type 2019 2018 2017 ave Our Homes Cap Assessment Reduction $86,236 $87,701 $63,671 on -Homestead Cap Assessment Reduction $33,621 $45,538 $30,756 omestead Exemption $25,000 $25,000 $25,000 econd Homestead Exemption $25,000 $25,000 $25,000 ote: Not all benefits are applicable to all Taxable Values ('.e. County, School oard, City, Regional). host Legal Description ILTMORE SUB PB 6-67 DT 12 LESS W10FT BLK 1 DT SIZE 52.50 X 97 R 21075-3800 03 2003 4 Or '158-1019 10 2005 1 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information 20191 20181 2017 County Exemption Value I $50,000 $50,000 $50,000 Taxable Value I $159,515 $146,138 $133,724 School Board Exemption Value $25,0001 $25,000 $25,000 Taxable Value $218,1361 $216,676 $189,480 City Exemption Value I $50,0001 $50,000 $50,000 Taxable Value I $159,5151 $146,138 $133,724 Regional Exemption Value I $50,0001 $50,000 $50,000 Taxable Value I $159,5151 $146,138 $133,724 Sales information Previous Sale Price OR Book- Page Qualification Description 04/08/2019 $507,300 31402- 3973 10ua1 by exam of deed 10/01/2005 $375,000 23958- 1019 Sales which are qualified 05/01/2003 $118,450 21377 3195 Sales which are qualified 03/01/2003 $0 21075- 3800 Sales which are disqualified as a result of examination of the deed a 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 i Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: 6/5/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY A Summary Report Droperty Information :olio: 01-3124-020-1260 Property Address: 1 NW 44 ST Miami, FL 33127-2611 Dwner NW 44TH STREET LLC vlailing Address 3921 ALTON RD 465 MIAMI, FL 33140 USA 'A Primary Zone 3901 GENERAL URBAN 36 U/A LIMITED primary Land Use 0802 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS 3eds/Baths /Half 4/2/0 'loom 1 .iving Units 2 \ctual Area 1,697 Sq.Ft .iving Area 1,458 Sq.Ft \djusted Area 1,548 Sq.Ft .ot Size 6,700 Sq.Ft 'ear Built Multiple (See Building Info.) ►s ament Information 'ear 2018 2017 2016 and Value $335,000 $335,000 $268,000 {wilding Value $83,932 $83,948 $84,653 :F Value $3,038 $3,075 $3,111 larket Value $421,970 $422,023 $355,764 ,ssessed Value $421,970 $391,340 $355,764 lenefits Information enefit Type 1 20181 20171 2016 on -Homestead Cap Assessment Reduction 1 1 $30,6831 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School oard, City, Regional). hort Legal Description UENA VISTA HGTS ADD AIM PL B 3-22 OT 1 LESS N10FT & LESS El OFT FOR JW BLK 7 OT SIZE 50.000 X 134 Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information f 20181 20171 2016 County Exemption Value $01 $01 $0 Taxable Value $421,9701 $391,3401 $355,764 School Board Exemption Value 1 $01 $0 $0 Taxable Value $421,9701 $422,023 $355,764 City Exemption Value I $01 $0 $0 Taxable Value $421,9701 $391,3401 $355,764 Regional Exemption Value $01 $01 $0 Taxable Value 1 $421,9701 $391,3401 $355,764 Sales information Previous Sale Price OR Book- Page Qualification Description 04/15/2019 $1,157,400 31414- 0243 Qual by exam of deed 05/27/2015 $540,000 29638 1551 Qual by exam of deed 09/01/2004 $166,000 22679 3956 Sales which are qualified 09/01/2004 $0 22842- 1626 Sales which are disqualified as a result of examination of the deed e 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: 6/5/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY A Summary Report roperty Information 'olio: 01-3124-020-0951 'roperty Address: 84 NW 42 ST Miami, FL 33127-0000 honer 84 NW 42ND STREET LLC mailing Address 20000 NE 15 CT MIAMI, FL 33179 USA 'A Primary Zane 0104 SINGLE FAM - ANCILIARY UNIT 'rimary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT leds / Baths / Half 3 / 1 / 0 loors 1 iving Units 1 ictual Area 2,097 Sq.Ft lying Area 1,608 Sq.Ft ,djusted Area 1,872 Sq.Ft of Size 7,200 Sq.Ft , 'ear Built 1915 ,s .,rnent Information ear 20191 2018 2017 and Value $183,542i $163,877 $133,084 uilding Value $94,8031 $95,533 $96,264: F Value $5041 $510 $516 larket Value $278,8491 $259,920 $229,864 ssessed Value $275,6691 $250,609 $227,827 enefits Information enefit Type 1 20191 20181 2017 on -Homestead Cap Assessment Reduction 1 $3,1801 $9,311 $2,037 ote: Not all benefits are applicable to at Taxable Values (i.e. County, School Dard, City, Regional). hurt Legal Description JENA VISTA HGTS ADD AMD PL 3 3-22 DT 14 BLK 5 )T SIZE 7200 SQ FT M/L Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $01 $0 $0 Taxable Value $275,6691 $250,609 $227,827 School Board Exemption Value $01 $0 $0 Taxable Value $278,8491 $259,920 $229,864 City Exemption Value $0 $0 $0 Taxable Value $275,669 $250,609 $227,827 Regional Exemption Value $0 $0 $0 Taxable Value 1 $275,669 $250,609 $227,827 Sales Information Previous Sale - Price OR Book - Pa a 9 Qualification Description 04/02/2015 $100 29568-1020 Corrective, tax or QCD; min consideration 03/17/2015 $400,000 29552-2646 Qual by exam of deed 03/17/2015 $100 29552-2648 Corrective, tax or QCD; min consideration 11/05/2014 $100 29385-3592 Corrective, tax or QCD; min consideration of the Property Appraiser is continually editing and updating the tax rot. This website may not reflect the most current information on record. The Property Appraiser I Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: 3/5/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY AF Summary Report 'roperty Information 'olio: 01-3124-020-1123 ,roperty Address: 4201 NW 1 AVE Miami, FL 33127-2863 )wner 4201 NW 1ST AVENUE LLC ailing Address 20000 NE 15 CT MIAMI, FL 33179 USA 'A Primary Zone 0104 SINGLE FAM - ANCILIARY UNIT 'rimary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT leds / Baths / Half 1 / 1 / 0 loors 1 iving Units 1 ,ctual Area 904 Sq.Ft iving Area 768 Sq.Ft .djusted Area 733 Sq.Ft of Size 15,840 Sq.Ft ear Built 1924 ,s .ment Information ear 2019 2018 2017 and Value $403,7921 $360,529 $292,786 uilding Value $36,503 $136,068 $136,125 F Value $2,547 $2,587 $2,627 arket Value $442,842 $499,184 $431,538 ssessed Value $396,146 $451,913 $410,830 enefits Information anefit (Type 2019' 20181 2017 on -Homestead Cap Assessment Reduction $46,696 $47,271 $20,708 ote: Not all benefits are applicable to all Taxable Values (Le. County, School Dard, City, Regional) hart Legal Description B 3-22 UENA VISTA HGTS ADD AMD PL )TS 11 & 12 BLK 6 DT SIZE 110.000 X 144 R 17990-2718 0298 1 Submitted into the public record for item(s)pZ,5 on 10 24 2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information 20191 2018 2017 County Exemption Value l $01 $0 $0 Taxable Value I $396,1461 $451,913 $410,830 School Board Exemption Value $01 $0 $0 Taxable Value $442,8421 $499,1841 $431,538 City Exemption Value $01 $0 $0 Taxable Value $396,146 $451,9131 $410,830 Regional Exemption Value $01 $01 $0 Taxable Value $396,146i $451,9131 $410,830 Sales Information Previous Sale I Price OR Book -Page Qualification Description 03/05/2015 $480,0001 29529-1032 Qual by exam of deed 02/26/2014 $225,0001 29057-2832 Qual by exam of deed 09/01/2005 $355,0001 23770-4447 Sales which are qualified 07/01/2004 I $240,0001 22570-4761 Sales which are qualified C 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 Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sion: Submitted into the public record for hem(s) Pz. 5 . TO REORDER (A1.1, 954-846-9399 RECYCLED PAPER iMessage Fri, May 17, 5:44 PM William W. Riley, Esq. Greenspoon Marder LIP 600 Brickell Avenue, suite 3600 Miami, Florida 33131 Telephone: 305.789.2770 Ext. 3417 Email: W.Rlley@grnlaw.com__ COMMUNITY MEETING When: Wednesday, May 22, 2019 at 630pm Where: Harry's Pizzeria 3918 N Miami Ave Miami Florida 33127 Centner Academy welcomes you to join the school's leadership team to learn about their proposed exciting new school on 42nd and North Miami. ,ientner Academy is more than a school. It's a place for children to be empowered with emotional intelligence, business mentorship and healthyliving. Please support us and enjoy free food and drinks. Also, please ask us any questions you have for our exciting new project. Centner Academy Proposed Location: 4136 North Miami Avenue Miami Florida 33127 info@centneracademy.com 786-378-8646 Sat, May 25, 1:57 PM CENTNER ACADEMY Invites YOU and Your NEIGHBORS to a,.. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Sat, May 25, 3:33 PM Submitted into the public N a ecord or item(s, T V RI 0 Yes sir. That is an invitation from Centner Academy to another community meeting it is hosting. The footnotes at the end acknowledge that the community is represented by HOAs. We acknowledge this in continuation of our efforts for full transparencyas we recognize that, in addition to our communications, the residents will likely want to speak with their HOA representatives. The information on the footnote is the public information available on the Internet. We included the contract information for transparency and ease of reference for those residents that want to contact their HOA representatives. You have previously indicated that you again will not be attending our community meeting. I do wish you would change your mind. We would love to see you there. U ll• Are you saying that you did not agree to a meeting, then instruct my client to cancel that meeting then get upset when my client proceeded proactively to organize it's own community meeting, which is reflected in your version of our conversation in the above text? Because sir we both know that's exactly what happened (in addition to refusing to also attend our next community meeting next week). Also,sir, you didn't answer my question...will my clients and I be invited to your to -be scheduled meeting? I hope so. You have always been invited (and proactively encouraged) to attend ours. You're incorrect send me the copy of your accusations your client did not communicate with me and as you said before they did not coordinate..-with..you so please stop with the incorrect accusations send me a copy please. 1 have not heard love to see you there. Communication is always positive...I believe. Have a great Memorial Day weekend. Sat, May 25, 4:34 PM They are Not communicating ana nei bl~er are you, enjoy Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk They are and so am I. Unfortunately you have continuously refused all but one of invitations to meet. Again, I wish you would attend. Have a great weekend When I scheduled a meeting for your client they decided to do there on and as far as I am concerned they refused my assistance in communicating with the Neighborhood. I. will be scheduling a meeting .for the Neighborhood soon. Which I informed Amir of the That's not true sir. Remember you sent a message to Andrea D'Alessio to cancel that meeting less than 24 hours after agreeing to the meeting. Thank you for informing me of a to - be scheduled meeting. Will I and my client be invited to attend? L Send me a copy of that message This is what I Have spoke with Mr W. RILEY THIS MORNING AND A FEW MINUTES AGO. He said he disagreed with his client scheduling a meeting just before the proposed meeting that was agreed to with both Neighborhood Associations this morning. With total disrespect to both immediate Neighborhood Associations, Buena Vista heights Neighborhood Association And Buena Vista Stakeholder decided to post a community Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk licOL di attempt to work with the Neighborhood. Aback to back meeting will have very little participat%ors.. Buena Vista heights Neighborhood Association PRESIDENT ULYSEE KEMP VICE PRESIDENT ROSA RAMOS Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Are you saying that you did not agree to a meeting, then instruct my client to cancel that meeting then get upset when my client proceeded proactively to organize it's own community meeting, which is reflected in your version of our conversation in the above text? Because sir we both know that's exactly what happened (in addition to refusing to also attend our next community meeting next week). Also,sir, you didn't answer my question...will my clients and I be invited to our to -be scheduled O ti G Are you saying that you did not agree to a meeting, then instruct my client to cancel that meeting then get upset when my client proceeded proactively to organize it's own community meeting, which is reflected in your version of our conversatio in the above text? Because sir we both know that's exactly what happened (in addition to refusing to also attend our next community meeting next week). Also,sir, you didn't answer my question...will my clients and I be invited to your to -be scheduled meeting? I hope so. You have always been invited (and proactively encouraged) to attend ours. You're incorrect send me the copy of your accusations your client did not communicate. -with me and as you said before they did not. coordinate with you so please stop with the incorrect accusations send me a copy -please. 1 have not heard You're incorrect send me the copy of your accusations your client did not communicate with me and as you said before they did not coordinate with you so please stop with the incorrect accusations send me a copy please. 1 have not heard from your client. Only the � ondence between Nird and your associate Lorena. No Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Lorena is not my associate. Why to you constantly feel the need to impugn the character of others? That's not nice. Again hope to see you at the next community meeting we will; be hosting. I assume,since you have refused to answer my y, question, that we will not be invited to yours? Is that assumption correct? Your assumption is incorrect me a copy please. I have not heard from your client.•Only the correspondence between you and your associate Lorena. No Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Lorena is not my associate. Why to you constantly feel the need to impugn the character of others? That's not nice. Again hope to see you at the next community meeting we will be hosting. I assume, since you have refused to answer my question, that we will not be invited to yours? Is that assumption correct? Your assumption is incorrect Oh great! Thank you. I look forward to receiving the invitation and to speak with you further. I really appreciate it. Delivered ( TO REORDER CALL 954-846-9399 RECYCLED PAPER Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Sat, May 11, 2:44 PM Can I call you later? Mon, May 13, 8:44 AM pdf Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk 4136 N Miami-Revisec Not Delivered Is tonight still canceled? Thu, May 16, 11:09 AM Is there a facility I can propose as the meeting location? I just think the school was too noisy and god forbid it rains Thu, May 16, 12:45 PM We will have a location for you by Correct names? Yes. Give me 5 minutes, please. Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk Buena Vittatleights Association Buena Vista EagTOStoricAVeighborhood Assoc. "Bringing Unity to 010 Community" I , COMMUNITY MEETING When: ThiUrday, May 90, 2019 Where: The Courtney Buildingt 4100 N Miami Avenue, Second Floor, Miami, FL 33127 Tirne: 6:30 p.rn AGENDA An introduction of the new preschool at N. Miami Ave and NW 4 Come meet their team and learn about the benefits and. responsibilities they will bring to the Buena Vist Responsibilities? Maybe commitment? Submitted into the public record for item(s) PZ.5 . on 10/24/2019 , City Clerk .a0LCUr Funsuccut 74UDULCUT tianULCUt RDLIDLCU( ADBULCUr -P UdLCUL AAHtii wr 4017,, SubtleEm... Emphasis Intense f_. Strong Quote Intense Q.. Subtle Ref... Intense tie... Rook irta CENTNER ACADEMY Invites YOU and Your FNEIGIIBORS to a.:. COMMUNITY MEETING When: Thursday, May 30, 2019 Where: The Courtney Building 4100 N Miami Avenue,' -Second Floor, Miami, Time: ` 6:30 p.m. An introduction of the new preschool: Come meet their team and leaf commitments they wi iAiring;.