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Home My WebLink AboutSubmittal-William Riley-Centner Academy Hearing Notebook for June 5, 2019 PZAB meetingSubmitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk CENTINE-K A C A D E NZ I' 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) �1 LEGAL RECYCLED PAPER TO REORDER CALL 954-846-9399 \ wwce x_cc!:a iuPPu6s 6/5/2019 Miami Proud: Lotus House Culinary Center Helping To Transform Lives — CBS Miami :.,,CBS Miami =MENU NEWS SPORTS VIDEO WEATHER TOP SPOTS 8 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 N, Lotus House, Miami News, Miami Proud MIAM 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. ittps://miami. cbs local, com/201 9/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ FOLLOW US OUR NEWSLETTER 0 Sign up and get our latest headlines delivered right to your inbox! E"= =ddr_-- MOST VIEWED Longtime South Florida Reporter, Anchor Todd Tongen Found Dead Florida Man Charged With Manslaughter For Shooting Woman During Foreplay With Gun, Police Say 114 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 Scot Peterson Fired By BSO, women and children in Miami, this mother of two young children Criminally Charged Over Actions has an apartment, a job and a future. Shirley is one of 43 women to During Marjory Stoneman DouglasHigh Shooting take part in Lotus House's new working classroom kitchen, The David and Leila Centner Culinary Center. Young Florida Boy Attacked, Robbed N_ By Several People While Walking Home From School "I do everything, I do prep, dishwasher, clean, I cook the food, all types of things;' Shirley says. "It is awesome. Something that youEAMM Florida Girl Made To Hold Embarrassing Sign In Intersection As didn't get to learn, and then you have people that are great at it, and Punishment they teach you:' Fatal Shooting Investigated At Florida Walmart David Centner is a successful serial entrepreneur who grew up in Miami. He and his wife Leila's charitable donations here and abroad 9"1-78 are working to end the cycle of poverty. Man Shot, Killed In Ambush Style Murder In Miramar David explains how the kitchen is doing that. =r' Brothers Drown In North Lauderdale Apartment Pool "The culinary center really spoke to our heart because it teaches women skills so that they can then go out and be gainfully �� Florida employed. It's got all the bells and whistles, so the people who Woman Caught On Camera Twerking In Clothing Store While graduate or emerge from this program have more than just food shoplifting 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. Submitted into the publicrecord for item(s) PZ.S _ "I grew up very poor so I wanted to be able to notjust give women on 10/24/2019 ,City Clerk 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. 1 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" ittps:llmiami.cbsiocal.com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ 2/4 6/5/2019 ,re this 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. You can learn how you can support this organization by visiting their website at www.lotushouse.org V Twitter In Facebook Comments SPONSORED CONTENT Sponsoredby Childrens Services Council Swim Lesson Coupons For Broward Kids Between 6 Months & 4 Years Old The Children's Services Council of Broward County/SWIM Central provides a coupon worth $40 to help off -set swim instruction for Alleged Driver Who Struck, Killed 3 Teens Facing DUi... The driver who allegedly struck and killed 3 teenagers who were walking to a bus that was going to take them to a soccer tournament over the weekend, is now facing DUI ... If Your Dog Eats Grass (Do This Every Day) Ultimate Pet Nutrition I Sponsored This To Make Your Arms Firm Again Beauty I Sponsored Ft Lauderdale, Florida Drivers Are Stunned By This New Rule Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ttPs://miami.cbslocal.com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ 3/4 6/5/2019 Miami Proud: Lotus House Culinary Center Helping To Transform Lives — CBS Miami Everpuote In: urance Quotes I Sponsored Man Who Called DOW 20,000 Has Surprising New Prediction Investing Outlook I Sponsored Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Top Doctor Warns Against Abdominal "Deep" Fat (And How To Get Rid Of It) LCR Health I 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 ... For the first time since a 3 -year-old Miami Gardens girl was savagely beaten with a brick and dumped in a blue recycling bin, CBS4 is getting a close look at the child an... ly this for 1 min and see why everyone is addicted! Rings: Free Online Game I Sponsored SCBS Miami NEWS SPORTS Miami News Miami Sports Local Dolphins Business Heat Consumer Panthers Politics Marlins HealthWatch C," -ries STATION INFO CBS4 My TV 33 SEEN ON TV Miami Weather Program Guide Video on Demand Watch Live Only CBS Contact Us Contests & Promotions Follow Us COMMUNITY CORPORATE Facing South Florida About Us Focus on South Florida Advertise Neighbors 4 Neighbors Connect ittps://miami.cbsiocal.com/2019/04/25/miami-proud-lotus-house-culinary-center-transforms-lives/ aia Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk a w a a w a U U w x 6/5/2019 David Centner, RBH Group propose Teachers Village in Miami with Opportunity Zone fund - South Florida Business Journal €" Submitted into the public record for item(s) PZ.5 FOR THE EXCLUSIVE USE OF WRILEY777@AOL.COM on 10/24/2019 , City Clerk i-rom the South Florida Business Journal: https://www.bizjournals.com/southflorida/news/2019/03/25/centner-rbh-group-proposes-teachers- village.htmi 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 sstors 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. ittps //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 "Miami 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-vi[lage.htmI?s=print 919 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk F J_' L v U Ln U - N >• � U Q Q) -I-- v fJ1 O E ON +- O 'O L N a) O -- 4- O -0 tI -0O vC (J) %- O T d 0 X* (D V N O A GRAPHIC SCALE SURVEY LEGEND 1 A$MI. fF Ca,4n;n liry,l Pan _ c t.p Ye... UtIM Vn!r Ir) 1 i I "Ty M." nrrrer PYM i Fi,n In^Jrenl P) wider Yeler ' W £Nc1n< Ii•m rccaun� la In• PM1 Inw•al, u, rn�urtlN h M01 Nw 7 r<y. :' ul IM i•rVic INCOe, el u:wr:,-uvN Ceamr. IrprbU. IL59 :ne LIM le 1.1 "r •1,, naur *14 wI r , C� �e„N YnMOM -WL _42nd .. C.•j, f, ;,; .\ _ .. _ _. . _.. ._ . __. 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Miami Ave and 20 Nw 42 St) Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk x w A W4 a w a .r y lip lren�e S51 ` o ZoningA �< Office of e 'L' Greenberg Traurig. en Kite 4400 1 Yc•J a 831:31 r Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk FINAL D PLEASE?AKE NOTICE THAT A F NAL�DECISION HAS BEEN REACHED ON THE FOLLOWING MATTER: 'Title1-39- Miami Avenue Address: 4136 N. Miami Avenue Final Decision: ❑ Approval O Approval with condition ❑ Denial � 7.1.c 1IOTICE W -- 2' r — .wv.eKn.=' o oe' C"" se�aK iM PZ -18-299 03/25/19 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", 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 (S) feet Setback. -,!,e Packet Pg. 93 Submitted into the public record for item(s) PZ.5 • - on 10/24/2019 City Clerk � 7.1.c � � � • � :sol o�l \ t'E`-- _t_! FINAL DE ON _ �E�.®TICS jtasou�at t ��sWalver�ap nation was referred to the Planning Department for ID /rti .q able r —� '� \ PZ -18-299 �U� _s* r � 03/25!19 s f gat e Plapping Department provided comments that confirm the comments Zoning. ommet., er&genera' �d on December 4, 2014. It'isf'f ' u�nt tpa a Peet ng too ace between the Applicants (Lucia Dougherty from Greenberg Traurig and Man00is, RicharAarcia.,f Q MV Group USA), Architects (Chris Goertz, Ivan Bibas, Raul L. Rodrigues from R©Zt(i''riguez and"Ctuirog� he Planning Director and the Zoning Administrator on October 17, 2014 to re.vieVQ-i� mg,comments{I ermination was made that the Dominant Setback Waiver will be approved as long as _t e Arcade fi. e,fa4ade does not encroach into the Right -of -Way. Additional determinations made are conslst.ent witto i comments and are reflected on the Waiver Plans. • `it safri>ini�fiia€ tFie 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 Fagade, 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 Space"s. • 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). Packet Pg. 94 U) N .a 3 Z 0 N v C co a� Q 2 z cn M r c 0 CL m U X W 1A Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk FINAL D { "d ack is provided. Pursuant to Article 4 Table 4 one (1) b lar'parkih sp ces is required. Twenty-four (24) spaces are provided, b_(2 I' ticks are required. • It is for nd that thb,4(3reen Spa e,,Yequirement of ten percent (10%) minimum of the Lot Area in theFirst aLyeriinotmei: TtE,is ptoject hays a total of two hundred ninety-three (293) square feet (3%) located in the r' Third-LtyC!r0and zero Vpercent/(0%) within the First Layer. Pursuant to Article 1 Definitions, Green Space must b'e_4free of impervi ussArces. The proposed Building Disposition having a zero (0) foot Setback and (Jim the Underground Parking exuding beneath the First Layer inhibit the ability for this project to meet this iat� <fr`e`gai ement`;.y�/ice, `N4 t �;r "�1 �• It -It that -f e��'�Diinimum pavement requirement within the First Layer in not compliant with one '�f�u�nd"red° e ent 100% of the pavement within the First Layer being impervious due to the Building �.��.p �� ) P Y g p g Disposition having a zero (0) foot Setback and the Underground Parking extending beneath the First Layer. Pursuant to Article S 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. • 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 frees 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: U) N 3 Z O N a R a� Q E z M T v c 0 CL a) U X W a) W LO �L Packet Pg. 95 i 1 " /.Z- 4" - .Z �4".)Ba'seciko. ttie4.. oye_mnditgs,@nd t f r M1� ur_s annv he�refeYenced-sect n a tollowing cond�tion%615' t, he s 4vith;ttfe affic,ofiZoning at trme of y.;)Pcrov;de-corZeet;ons•tbOperjy§p ;1 L MasterjBuilding PermitAefer t Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk FINAL DE nsidered advice of the officers and agencies consulted o the Miami 21 Zoning Code, the subject application is alp ins and supplementary materials submitted by the applic building permit application: nd Green Space calculations on Zoning Legend when submitting for the ing notes on Sheet G0.01. n ' �;�5,�,- yam" *,",•Provide one,(1) additional Bicy_cJe rack on-site when submitting for the Master Building Permit. •� Provide aTRardscape Detail -Plan at ground level when submitting for the Master Building Permit. • Pro.vid2,Qeia "o -roof -top planters when submitting for the Master Building Permit. • 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: �rene S. Hegedus oning Administrator Office of Zoning Date: 01.15 Packet Pg. 96 U) 41.36 NORTH MIAMI AVENUE MIAMI, FLORIDA 33 127 7.1.c I RoD1umil7Z AND QUIROGJA Aia-m-i-r-vis 01ART1 RED 2100 PONCE DF,, LEON 110CLINARD, CUICNI. (.TABUS, FLORIDA 3313.1 ITLI7.11110NE: (305)1148.7417 - PAN: (30.5) -1.18-2112 WWW.it(JI)iUUtIL7.QOI[tO(;A.CONI 0 FICLALDOCUMF --- ---------------------- 1—f A Pg. 124 _v U Lq I..1 U Q v O E o N N � i N v 0 � 0 ' E -Q O un O NW 42 STREET I it i1 rR pnO•d'iE0 •:P!'Ert brnCC {I �'} i tl I �--- 0)w' I t'UHLf CUT rrl 1'lA'ilf:R Imo... ;_ rarp;!r: I Date: I i l:'�: _:!). il,! u. Hr A I +.c MIAMI A,t:NUti ,lA:iONHi f�y'-`I _ - - ( PLAN if .unw.rwuntuur WALL O ...��' CURS 1:1 'i . Z i.) tlN �. NEW OFFICE BUILDING i WALKWAY ll I� el- 7 ;I ' .f,Nn (,• � I 1Y 11•)( q ,I I..�ur,< THREE STORIES, 40 FT HEIGHT JI cc/:u;El> tt/L WAt ' :I � ll: J ry ........ i ... i^R f a�ouh7 �. II Irf�•li�Eau lr'i.o �> ' �� •�i `�, i �l; it '.1 '� .1•' t 'i' i �` II i J FI.. ,V' -D" SIG' -4 �i:-I N.fr.o J.7 IjFFIC.I�-AgqJ.��DO(:U.,,ME,N'P Cow 41'IrO7pllll 1 I. �- I'%URF'tlr uN[ ' 1.'.I;,tGL i1 rR pnO•d'iE0 •:P!'Ert brnCC {I �'} i tl I �--- 0)w' 1 I rrl 1'lA'ilf:R Imo... ;_ rarp;!r: I Date: ..) .... Ifs Rf:�• •"iris i l:'�: _:!). il,! u. Hr A I +.c MIAMI A,t:NUti ,lA:iONHi f�y'-`I _ - - !— PLAN if .unw.rwuntuur WALL O I.. f•�Iro.r;:..'.•.r 'i . Z tlN �. NEW OFFICE BUILDING i WALKWAY ll I� el- 7 of e.r7 rauc_ i: rl-VEWA THREE STORIES, 40 FT HEIGHT ' W/ UNDERGROUND I (1/ PARKING (1 LEVEL) f a�ouh7 �. II Irf�•li�Eau lr'i.o �> ' �� •�i `�, i �l; it '.1 '� .1•' t 'i' i �` II i J FI.. ,V' -D" SIG' -4 �i:-I N.fr.o J.7 IjFFIC.I�-AgqJ.��DO(:U.,,ME,N'P Cow 41'IrO7pllll 1 I. �- I'%URF'tlr uN[ ' 1.'.I;,tGL � n .�L:. •:P!'Ert brnCC i ! I• �� / '/.�,I•I, .t rrl 1'lA'ilf:R Imo... ;_ rarp;!r: I Date: ..) .... Ifs Rf:�• •"iris i l:'�: _:!). il,! u. Hr A I +.c PLAN IDlFNA'.;I n. CI L: nE y j j "'I' i u�0'-u (Lbl cur•-N.!ON. -n- i•—.�_. X I Ev a� Q td Z to M qq C O CL N u LCI Q1 to to r- 0 O C d c� O D c O Q. a C !0 C O CL a r CD w Lo C U W C.` Pg. 121 I Submitted into the public record for item(s) pz.5 on 10/24/2019 , City Clerk 9 ------- ---- --j i ;� �'" ,� �:� �: ilk "' � � I �> �i '�`� i -rk IF , �-A ILI J-- ---- T F ------ -------- Attachment: 5691 Application and Supporting Documentation (5691 : Exception- 4136 N. Miami Ave and 0 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 Y DEPARTMENT USE ONLY Y 330 Ci of Miami Process #: 0015 OOS709- 001 u ; °�ILDIN DEPARTMENT (\� PER APPLICATION Total Due �- 35 U J i 2 a Permit#: Q��Jcj-OOS9°Cj-001bCD Q v JOf3`LOCATION''.3 ` .- .- `::..OWNER LESSEE INFORMAtiPION f +s- Folio Number: Owner: 11,11) N111E O Me Owner'sAddress:Job Address: 0,riqml fiiq Zip: Legal Address: Phone: 715-)95^�40'I E-Mail�QPI /Ii 113 Q vAIINOv O O� Unit No: Lessee: I I +_ -O I,M Commercial O Residential O Dry Run I Lessee Address: I O �O O Owner/Builder O Contractor O Lessee I Phone E -Mail: I n a 0 r(Contractor's CONTRACTOR INFORMATION . Y` ` r '� GENERAL INFORMATIONk s License/Registration No: C 6 L I) l o b I Proposed Use of Building: n g y l A n (f t 6 W Contractor's Social Security Number: I Current Use: \I (,aln� Qualifiers Name: ovr\ Job Description: 1 lw v, Y\M Q r Q I lm\ Company's Name: n1V ('D\ S{ 11 f , h �1 r n u�, I New Construction Total Cost: Address: J D C ®L Iki { i �I b I New Construction Sq. Ft: 1 D D9 Lineal Ft: City: M\AM\ State: (r Zip: I Remodeling Total Cost: J -+'Sod Doe ~ Phone: 1a Remodeling Sq. Ft: Lineal Ft: E -Mail: NIAM�I p. I�Y �A I^� A.� �M I Units: Floors: j Height: Gallons: If this Is related to andther permit, you m st provide MASTER PERMIT NUMBER: '`,THRESHOLD INSPECTOR:;. «'• . °"BONDING COMPANY. - IName: Name: Address: Address: Phone: Phone: ENGINEER/ARCHITECT�INFORMATION I 0 Building O Plumbing O LIMP Engineer's Name: O Mechanical/AC O Plumbing/Gas O Foundation Address: IO Electrical U Roofing Phone: E -Mail: O Landscaping O Sign Architect's Name: I O Electrical O Rooting Address: O Fire O Mechanical Elevator Phone: E -Mail: • .LTi CHANGE TO'EXiSTING`PERMIT -;1 J _ ,� .. BUILDING PERMIT.ONLY - _ O Change of Contractor (CR) O Change of Qualifier (CO) O New Construction O Addition O Re -certification of Plans (RC) O Pians revision (RV) O General Repair/Remodeling O Misc. Building O Completion Permit (CP) O Change of Occupancy O Demolition O Change of Use I understand that separate permits must be obtained for other items (i.e. electrical, plumbing, rooting, etc.), unless specifically covered by this permit. In signing this application, I 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 full consent and authorization from owner of subject property to perform the above-mentioned work and to hire above captioned contractor. r•o•d6wh~' I I have read the ation ntained in this per . n4NVttid that any misrepresen f n�]P y c rtstitutes fraTGd an t rmrt. e J S S O1 i ure of Owner/Lessee 0 "a- Signature of Qualifier 1 - h2. O q291 Print Name x v• Print Name W State of Florida, County of Miami -Dade State of Florida, County of Miami -Dade - Sworn to an su s rib d fore ! Sworn to nd subsc'bedpelore me jhis p ( p Twthis Day of 0 '0_1W��.a Day of �{) .20 By Bv (SEAL) SEAL (SEAL) a �— Personall k or Produced Identification, Personally known or Produced Identificau Type of Identification produced Type of Identiliea on produced _ f ::' a >:.: •. r .:''"w:FOR BUILDING DEPARTMENT USE ONLY .;.: '-d', Job Code:I Certificates Required: Pians: I No. of Sheets: O C.O. ❑ C.C. 0 Yes O No Tracking Required I �Pe,t Application Received By Date Authorize By Date D I BVIS414Rev.07/14 I ,> SFLEGAL RECYCLED PAPER TO REORDER CALL 954-846-9399 Oc ATE LEGAL s .4EPRODBGAL ca+ipoN/ Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Greenspoon Marderi.LP March 8, 2019 VIA ePLAN Mr. Francisco J. Garcia, Director Miami Riverside Center City of Miami Planning Department 444 SW 2 Avenue, 3`d Floor Miami, Florida 33130 William W. 600 Brickell Avg Mian Direct Phor Direct Fi Email: w.ril Re: Exception to Permit an Emergent Pre -School and Kindergarten Provertv 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 '/z 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 "74-L" (General Urban Transect) zoning district. The adjoining site located at 20 NW 42 Street is designated Duplex Residential and is located with the "73-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". N 3 Z 0 N c a� Q E z M c 0 CL a) 0 X W Greenspoon MarderLLP Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk WilliamW. R' 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley@ Avenue and the replacement of an previously abandoned commercial structure at 20 Street with an ancillary parking lot with elements buffering existing residential w existing commercial uses, which are more fully depicted and described on the plans hereto. Jr., PaNQTICE A5�/ W19 A NW 42 es from attached 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 now 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 N 3 Z 0 N -C c co a E z M c 0 CL 0 U X W 0 w c E U O O rn 0 a CL U) c M0 0-U a a C a) E U f6 a PacJie` t P 298'`= Greenspoon MarderLLP Submitted into the public record for item(s) PZ.5 on 10/24/2019 . City Clerk William W. 600 Brickell A% Mia Direct Pho Direct f Email: w.r 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, T5-0, 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 BuildinLy Use Proeram. 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 "Buildine Use Proeram"). Apart from improvements to the interior and rooftop components, the building (including driveways and access points) will remain unchanged by the proposed conversion. I `Packet Pg 299 2 VA M T v 0 a U X UJ Greenspoon MarderLLP Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William W. 600 Brickell A% Mia Direct Pho Direct F Email: w.r 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. Comoliance with Article 4, Table 3 of the Miami 21 Code; Article XA, Section 33- 151 of the Miami -Dade Countv 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. 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. 4 N V 3 z 0 N Q E CU z Cl) T_ 0 Q. 0) U X W 0) Packet Pg • 300 I Greenspoon MarderLLP Submitted into the public record for item(s) PZ.5 on 10/24/2019 . City Clerk William' 600 Brickell M Direct PI Direc Email: v 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. 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. I Packet Pg 309 N 3 Z 0 N .a a� a E T3 z CO r v C CL U X W Greenspoon MarderLLP Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William 600 Brickell M Direct PI Direc Email: v 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 Packef Pg 302 c KA Greenspoon Marder. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William W. 600 Brickell A\ Mia Direct Pho Direct F Email: w.r 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 '/2 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. Sta2zered 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 Traffic 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 FA M c 0 a U X W 0 E U O 0 0 a CL 0 c co a 0 J/ U Q a Ln Ln C a� E U 2, -0, Pg 303 '� Greenspoon Marder. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William W. 600 Brickell A\ Mia Direct Phc Direct f Email: w.r 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 conceming the foregoing or the attachments, please do not hesitate to contact me at 786.282.9899. 8 Greenspoon Mar er, LLP By: Wil ' m W. Riley, Jr., Esq., a Partner N 3 z 0 N C CO a, Q E M P� M r 0 a U X W o) LO _.Packet Pg 304 GreenspoonMarderll.l` STATE OF FLORIDA COUNTY OF MIAMI-DADE Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William 600 Brickell M Direct PI Direc Email: v I hereby certify on this day of Vo%cm before me personally appeared U II' r" —I U �%,4) , to me known to be the person described in and who executed the foregoing instrument and hef she acknowledged to me the execution thereof to be his/her free act for the uses and purpose therein mentioned. Y COMMISSION EXPIRES: A =•.• ';. ISABEL DEL BUSTO 0• : Notary Public — State of Florid. Commission 9 GG 172797 N i My Comm Expires Feb 5. 2022 ,,? .`.".,� :� ' • bonded lhrouyh Nirwnal Wary Assn = I ;Packet Py X3;05 .. 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:2018041 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 less 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 E0✓IGHTS 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 Parcel Identification Number: 01-3124-020-1020 & 01-3124-020-1030 N 3 z 0 N c CU Q E M 9 .. Cl) a 0 a m U X W 67 C O C O E C U O 0 0) C t: O O. CL 7 C r C O M U Q SZ Q r 6i Lr) C d E .0 V a+ Q https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry3NOaPli_,Y—e A,ket_,-!,-- � 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.S on 10/24/2019 , City Clerk PLAN -NTNG DEPARTMENT CHILDCARE CHECKLIST SCHOOL NAME i Centner Acadgmy 5 COMMISSION DISTRICT: APPLICANT: Perpetual Love 4128 LLC & Perpatual 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 REQUEST: Exception to permit apre=school and elementary school 1. Is this an expansion of an existing school ❑ Yes fJ 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 acres 3. Number of children or students requested: 195 Ages: 2 to 6 4. Number of teachers: 12 Number of administrative & clerical personnel: 1 5. Number of Classrooms: 12 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 N et Z 0 N c Q z M T c 0 CL m U X LU r - IP `e t P 9� 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. 15. If the school will include residential uses, do such uses meet the standards provided in Section 33-151.17? O 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) = 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) = sq. ft. of recreation space required. 300 sq, ft. x _(next 300 children) = sq. ft. of recreation space required. 150 sq. ft. x _(remaining children) = 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 ;Packet Pg '295 N 3 z 0 N .a c c� Q E z cn M r C 0 OL Q) U X W rn 0 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk LANDSCAPING: See Section 33-151(8) of the Miami -Dade County Code and Article 9 of Miami a. 28 trees minimum are required per net acre. Trees required 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 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@miamieov.com and Jon Orue with the Miami -Dade County Transportation and Public Works Department at 305-375-3264 or via email at 1on.Orue@miamidade.sov. 'Traffic studies are required for sites that generate 100 trips or more. Traffic studies shall be reviewed and approved by the City and County prior to the issuance of any entitlements. School Address: 4136 N. Miami Avenue & 20 NW 42 Street Zip: 33127 THE INFORMATION ABOVE IS COMPLETE AND 15 CORRECT TO THE BEST OF MY KNOWLEDGE. Signed, sealed, executed and acknowledged on this C 1 day of WI(Ch at Miami, Florida Signature WIT Ri�r� t A 0 STATE OF FLORIDA COUNTY OF MIAMI-DADE I hereby certify that on this o day of PI C1 i (-' h ,261j 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, A MMISSION EXPIRES: ;'';; ;,;;••.• ISABEL DEL GUSTO >' r ,`�1 `' ` Notary Public - Stale of Florida •, Commission # GG 172797 My Comm. Expires Feb 5, 2022 ".• • 80rxi0d Ihrouyh NaboU Nuiary Asm Child Care Check List Page 3 of 3 ;;Packet_ Pg 296 _:;I Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk el a ALJ V d n .eM V W am MAP OF ]ROiTNDARY SURVEY NORTH SCALE1`_]0' NW 42ND STREET _ mm.0__ o - nnaNN•9oo1w JII 1 -MER, -8 A]WIWT RNIR I •i• ; N91.00'OD•E 50.00" 1-N90'00'00•W 85.09''aloewuW' _x IS I M ISO.O9m eYl ONER iIOOx ��\�^�I OLW Nt- (: to C �O ONESTORYCRS ]Sl)AY CS ZVAA. EO N COTEP IAL g I Al LNLNr111A _ OF -EI -IT' - f � n.rRNAN1 I- 2 O A 2 n m 2 -- IAI to oral II;� 1 1 1�'ll�l - l[a910 1 liltI--F-NE 42ND I I STREET er ,oras :. owoexn -_ II J � n rn ' IN MNw XaP N9 bo'o�'E 100.40'_____ _.. ........ - c n>alox, i WA - 1. n cgals _ M I/1- NO B I U1 () I I I uNl[IS 01r11'9Wu - NO.to e I I I s I I I oNLWt I I I toN90.01YO(PE 50.00' :I -rLI-y X LOrJ W acR, ' I LEGAL DE.SCIUP2'ION (20 NE 42 S'1lJLPORT10N OF): 1.11 22 Rnrt 111, s -b so I," ,r LIMA 23 xrd 24, Ir„ IT,, F..TI 10 flrl Yf Thr S-11, SII Err. of Sued 1-11 24, in Ulocl; c, of AMENDED PI.A'I' IIDI:NA VIS'T'A IIFI(:11'I'1 ADDITION TO T'l1E CI'T'Y OF MIAMI, FLORIDA, 11111rlli"K IN Thr PIA lllrrr.f, us rccnrdrd in PIA[ M,.Ik 3, 1"11- 22, EJ ITT, 1'u Alir tt... rds .1 Miami-D.dr 0..n., Ffprlda. Submitted into the public record for item(s) PZ.5 on 10/24/2019 a City Clerk LEGEND ABBREVIATIONS CtrG -CE IT a CYAN. 11 c t . - 01-1'r I AIYINI II.M.1 N URAIhAa1 tr 4NNIt NAN[f OI^ . M • OeM WA1 [W f0•:[ M WAIre ro,1 . ra.n OMSI Ilnr rr . ccfVAn�w Wl un, _ (No OI nun (No u1 r. 1-N.4 (NO .1 rP1 lW10• POYAx A ;Nell I N owuex LI -ILL. (AR -I f - Axl 4NNIINANCE fA<(Yrn1 Y"1 WR[IT MANN NLN, .DA O( CWNI I N[ COW), W M, . wl lvl MIN -N, ;w Pe . LA wDw YR OKfxxY+N(NI"VAIwq I.OnI Y' �WYYLN I".NI I P ^„far INIf RUEh. rue PPonl b .(-WVN PYC - - or IITIMME 1.1.1 vaE P IK.S[ E -1.1P PIN.AxrNI .Errarxa MEN.RN1 FT P-S or IANUNCV DSIAN l NI coxo u- Swf tlle0l. x - xXl 4 1.9eu21 (TINT - TINE u IVlal 141' "1:9— w/1 � w:xw rlNrt SYMBOLS: ITI(IrPHONt MSIR 0 CAsIE IV RISCA N . WA IIN ME". IF DDD . CIEV.11 (DO') ' RACINAI LOT DISTANCE CENTRA, AN11I Q + cr-A lwf c��. WAIT. vLK W • CUA. INLET 'IR[ N1oRANT (.-�-1 • ow oar CAICII BASIN 'Q• • U11LRV POLL (� O..... AMIE I' (5) 'Efts MANHEAI n -- _ION FENCE - - WDOO It NEE CHA14 ON. If.. OVERHEAD u11LdV WR( F-1uuX SPIIALT CONCRETE PAVER, TILES COVEN Survey F 8306 MILLS DRIVESUIT Tel: 305. w -curves PROPERTY,AnDRESS: i.�MI A f WAo. 1, I AIAAV. 1)111 LEGAL DESCRIPTION (4136 N. MIAMI AVE) Parcel IWO: The NoM M Mt of Lob 22 and 24, and the North 50.00 fast o/ Me SOUM 100.00 fast of Lob 23 -WI 24. Bloch S. BUENA VISTA NEIBNTS ADDITION, according w the Plat thereof as reeorded In Plat Book 3. at page 22, of Me PYblIC Records of Albml-Dade County, Flodde, leas ORO Fist 10.00 1-1 o/ OW NOM ".011 Fast of -To Lot 24, and leas That Per! of Lo! 24 ,lhI.h Ile. WRMI. the eabmal a loaned by a 16.00 radius ere, co- b the S-UlWeal Mange.; to h No- IIM of LER 24 end Lang.. b e Ills 70.00 bas Wee, OI and Parallel To the East lim of said Lot 24. FLOOD ZONE INFORMATION: ET -D ON TNc .Dao INSUNANCi A- MAP Ir NA r(KnAI EMER6[MCV MAIACIMIR I Nl'1 Nf N11. ON 01/N/Y1 ANO IND(, MAP OI VT- b1 n1/I1/09 C. rcrto eu4 INCISIC SNOIW m us AP I>Ir -1.1 W r oot r«VANIW ES/e o.-. r NAW • x [x Myb_UMFJa N . Turrl. L 1 ltl(: Ki//4 �(!(If 516�Y1.L«a ID 1911 N+N 2. NO Al1EMPT WAS MATTE 10 IDCAlf FODIWGS/fUUNOAOONS. OR IANNRAINND UIIUIES UNIT, ONRNW,( NMNU. J In( lA S WN . 4N WAVE Nnr KEN "SIRACI10 W -UTIs to uA RS Or _F11. ITOtnEX P CT. 1 -AS [ARMENIS. RNAIIS IW WAIS. RIS(RV.NWS. (IC. OI. -ITE CASIM(NIS Ant SNOWI NWS -V WAS YMPAx(D INT 110 CINTYAp 10 1n[ PMI 1V(ICS) NpRAI[0 r4ul Lv1 ANO IS MVI IRANM LR A0.; ON AT..AWI .1-1WVI tN CTA N Or 6 111( R -EN -I IWI1 (SIABS191ED ON IHS SURK1 ARE BAUD ON Ile LEC4 o(SCNIPUVII YNUNO(0 .1 111 CLIL.I ON IIT REYNT-ANK IEfntt UWNI- 11 Not ME 1('Maeu S 09 "'T"NT 10 f .." MAP ANO/On RfPrMI B1 SIWrON[ ET AM11 9OPNc vAR 1TD[s) 15 wonwltD WINw1 WN14N -.l IP m1 SI R,"") AH45 WnIN S.0 ANE To AN ASSU4(0 N(INNAN IN[ CENRRIIM Or xW "No "KEI .AS KEN AS -CEI A a("WC ter N90'00'DO-(. CERTIFIED TO: PLI1Pt ILIAL LOVL 4120. LLC SURVEYOR'S CER'TIF'ICATE: tl1 (111111 N -L. 'S .al ANO E. (El 10 wl KSI pf WI-EINCl ANo KII(r . LI:I II1 NUI. IM M[f If I MwW4 I ARDS S(I DAT( or TKLO WORK. 09/I]/le IHC 11 0A S1AI( IIDARO W ,WKVMS AM YAPPERS W C.AIIfR . II fIOMDA"AOWMSIRA45( sOBt Itl09J1]9 CINE YVRTYAll 10$•11.1211%0kQA SIAIW �.� �f r Au1RIN(IC COPIES Of 11115 *1'Ir1" SURVEY SHALL BEAR TIL'.J. �'//YII I- J`• o (PI'RPEIOA( ENCINAL SIGNAIMRT' ANIS (L 91cc, 10. I RAISED SC AL Or hEF . 7r1 '•�`y NICOLA5 DEL VENTO A IIESIOIG REGISTER(; w.,„• PROFESSIONAL SURVEYOR A MAPPER SURVEYOR AND MAPPER "'........... STATE Or FLORIDA LIC / 6945 Attachment: 5691 Exhibit A (5691 : Exception- 4136 N. Miami Ave and 20 Nw 42 St) V J d 1y9 77 LEGAL RECYCLED PAPER TO I ERI)EII CALL 954-846-9399 icEPg56,Uiu oLLATELEGAloar-y M C Q S R 3 \ O M N -t 0- M M 7 O O IT n � -< N n• n in 777 Date ,v ` - new racing_ Morin south East West -47 �' rf •� z � T�-tt3"- 4 IP4-•- ot- R�.rat l ALI e. ,may i o•'- s,.#+ E .: � - - - • - • 1.5..3 _-• .._ Qc VP 774 W.. L ,�Y I i T^ qr 774 W.. L ,�Y i ��+dwwMt •�. a ♦... _ I i� 774 W.. � � �. t3 4 s }� .� E n"y. - - > t .fir-..; � `� `�I�-i'� ;•-�• LEGAL RECYCLED PAPER ® TO REORDER CALL 954-846-9399 1777sowl P9000L3 p 9U l a UITAff IE6Mcan W p 0 0 3 O Q e+ O M (D 0 3 o N h fD n �N �• n U'i fD -s Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 46 �) 700: 006- U-17 06-! ; rya a17�.., Lf� �• �1 I� ilk ,!V t Tl 'l' : lei �LEGAL RECYCLED PAPER 10 REORDER CALL 954-84-9399 S PiCE AUO CfSp XPPilES p�F.:ipiF IEGAI carPwry CD Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk f. GENERAL NOTES PROJECT NARRATIVE INDEX OF DRAWINGS 71= LIAZ AW1IITEC% -RIC. 10, erAR`,G ___5 MTWIN 41, EX.S!�G STORY TITLE *IES! ...... _O�JERCIA. BOLOW, CIAL,:,CAM CACM6, ............ AIM T Stii A�W ------ - VM 1 LOAER LE I LEAL PLAN PROJECT DIRECTORY I FLOOR RAN FK1, PAQKW -IIECTURE WA) TARD FLOOR M.M OWNER CONS7RIIC1I MANAGER ARC =7=: LXE ARIIEC75 ANDREA VALhSSIO A2OWI I ROOF PLAN 7.1 7=1 6'� 5�!!ERRI ROAD AA,,v7 E.wbn Btw4u tu-V146W L) E A-BeC.,C 1AT50RO PA:!z4v 001 ' EXISTIII6 EIA.OtNG ELEVATIONS _,EL 121S1611-S!tO Z:=Z: 0 3: U 7:7— CODE CONFORMANCE NOTES EI*— TIRE_ 0 -L9— LEVEl - —EKGROAND -A-- A..p 7- -LICAOLE CODEsMIT ILI— 9nL3- r.CE •9111 IL:JVQA II SQUARE FOOTAGES Css S. 1 150, 51 AS .81 S. ]Gly Sc •15 •.0 . ..... Wa TERRACE: peel it z _ N.ILRE C,%NI5 1,MOI,IG 1I.ILRE —15 _,AIER S. OCT !4 RLS I.. I I . w 52�9 — W..S �-AED .......... LA- CLC5-TSIAIATORIES OCT$ I 'AtiA CLC$z TS%AIATORlES GIRLS > LU < < < U < ZC 9 0 1 z U signed Christop Digitally by Christopher J her J Luce ABBREVIATIONS 1 01 9.OS.08 —DaW,--.2 =7 =I "-I Luce 16:45:42 -04'00' . . .... ISSUE DATES 155AJED FOR ZONING EXCEPTION. 0121M % SWED FOR CONSTRUCTION. LATEST REV1510N DATE 518AII REVISION # 7TLE SHEET Z. 7.z. _ P L.A WNING OEPAR IMENT r Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk .... . ...... 0 MOrri, Z'L it) EXISTING 50" MIG11 GUARDRAIL W NEW PLEXIGLASS PANEL OR TEMP SAFETY GLAZING PIEETNG REMIREMINS N GLAZING N GUARD RAIL NOTES. ON INSIDE FACE OF EXISTNG GUARD RAIL 0PENNG5 (TTP AT ALL EXISTNG GUARD RAIL OPENINGS \ R01ND ROOF PERI'VERN f h5 . ,6ti ROOF PLAN ... _.. _.._ ... _ �TDOOR�SpACE KALE I- . 10 0' 4136 NMIAMI AVE R4 -L GENERAL URBAN 70NEI• . uoo,�o+u4l„ loo x.. ,or,oru4A,x++..I Mlk!Ta-LY„'+JS-"Xi . o. ux. XTa+<a �.iri�niv .4nw+..gxu+ w..w.w..v4 o.4n+n.+uv+ +rTu y.i ux.•�wl+..oa as ur+TNu«o>uNm+u.m, +ov u.N LXmwwxnao. I.I,N0o4�+a.x0 ol.,�,OxxII,x0.4x,.0.+..qx ..4,0,0 .�I0x4,gxx0N +. +ouu+u�ora++wn �o �our4Y1p ..o-.�ury OLLRuN.E. 42ND ST F,9-- — _--_- ASPHALT PAVEMENT —.— I ... �' _ v<Tur EXI5TW0SIUEWALK , Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk EXISTING CONCRETE PLANTER WALL NEW PLANTER WALL. TO MATCH ITT OF EXISTING R 1 ._..._—.__ NEW METAL GUARD ON w N POCRE INDICATES EXTENT'S7NEWS'.0-FtGII METAL TOP OF NEW CUNC B OF RECRL•ATION AREA ENINCL� TII PLANT'EN WALL, NOLINE OF E%IS'fIN(iZNU&]RUSAGE OF'A OPENINGS TNATALLOWuyJFLOORSUVEBEXISTING NCIIES W PASSAGEOF ASI•HERE 4PARKING ACCESS DRIVEEIEN MCHF.S W DIAMETE0. 4 5•X 5'-0"I IIGII x I METAL GATE LOCKED ON a o _ I UUf5WE A QUICK RELEASE � 1- 2 " I LOCK ON INSIDE. (II a zo A� z?$ U 51TE PLAN ,soros' TDOOR SPACE sCALE —0.0 10.0- V ISU:.,. l.+R""%�.+..: %� : w.d: jT•!!). �.- tiF,,.,r..,4 . VIEW A' VIEW B' - - A 11`1 'CURRENT CONDITION, WILL BE MODIFIED AS au.-,....•_5_..._...-.-.�.._...._. SHOWN ON SITE PLAN=..........��.,_�--_.....�..,_...�----- y'. + ... c GLAZING AND GUARDRAIL NOTES: EXISTING LANDSCAPE NOTES: PLEXIGLASS OR TEMPERED SAFETY GLASS PANEL EXISTING LANDSCAPE FOR EXISTING BUILDING WILL FILLERS AT ROOF SHALL BE DESIGNED TO RESIST A zoNnNaa ouTDooa BE INSTALLED PER APPROVED WAIVER N 2014-00117 CONCENTRATED LOAD OF 50 POUNDS (0.22 0) IN SPACE PLAN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. - - Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk maw (s II 0 LA -1 j ! ONE ONE' FAIRKINC, LEVEL PLAN WAY WAY Li L, I (2) ONE ONE WAY wiky 21 oil I nil A .8 M zoZ� A =,X. Z:g x U Uj >� Dy PARKING LEVEL PLAN A .00 LlOGROUND FLOOR PLAN -WITH PAWING SL E Ws v S U7 -- .- —4E WE ^ROPOmo P—� I Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk I A,1 I :T < z Z% Z99 U MU L------------- - — --- - --------- - �: GROUND --------- GROLN40 FLOOR PLAN FLOOR PLAN L= A 5�mo TED PIE -EC -LE Z�. . •140 E— LL. DAIS.'. 1-a1, --A _ ' "". �1="n T—. GE-7ES Wll.zlA —D 01L, 67"1— OE "..LE 1 -AL E.W.- M11. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk SECOND FLOOR PLAN 5CALE 3""" c. 5t D 0 e w w U w ad Z 05. F. Z 5 U A 9 w ;; t Iu 11. ,•. SECOND FLOOR PLAN AM Submitted into the public record for item(s) PZ.5 on —10124/2019 , City Clerk - ETAIL AT NEW WALL gra .EX15T MULLION LMJl La U W, tVT J-ry L . re - >- Al > 0- Ip In s IS -1 TI -T, 0 -- THIRDFLOOR PLAN Z 0 zI.- z UU1 THIRD FLOOR PLAN A2.02 Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk ROOF LEVEL PLAN SC�LE ROOF LEVEL PLAN A204 M ------ M I7 III 1_.__ -T'J ii )0( 5v( EX15TIW, ROOF TERRACE' PLAN AREA ROOF LEVEL PLAN SC�LE ROOF LEVEL PLAN A204 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk - i Q: o x ` r Tl.nM lea I V ,�. eri na4G Wf r_ _.. .._ _.. - fun .-. Qr-✓i'r:Wil uf' — _ fes.: __I..'... II �1.. �._� I' �• / I M i � A-`t4lerosi:o;EreL 0NORTH ELEVATION n _ e e • r scxE v.EW fMQ' Nn 1.T0 5*R'Ef A � e w� U o enr..•,ur..r. ¢ o mwu. ''yy esO s LU .. �..1+ U A-IVur1 tlVILO1NG �— L� ._... _. __ ..._., .. .. ._.. r. _ ELEVATIONS ELEVON/ CTION-- SC4E A3 00 EERHL f �_ l!I I Vii _) =6_.11 VE1ll_ilfli t I ------------ ------ -- ---- (EASTELEVATION_ E LVATIgV_. 'J!'.;.0' .E. I.— AV. Submitted into the public record for item(s) PZ.5 on 10124/2019 , City Clerk ------ --------- 4� kl," .'0 --- JA ULI 111 IMt SOUTH ELEVATION/SECTION U z 0 Z - LLI U ELEVATIONS A3.01 . q"u�:::i`ox�uf I� - _. - __. �.._ _.. - .) ! q_�.ugar_vo_+ra COWER ELEVATION SMEF U z 0 Z - LLI U ELEVATIONS A3.01 LEGAL RECYCLED PAPER RE.ORDF:R CALL 954-846-9399 a Illi V?x-saF lts I ;, , M kl•3iAiF IEGN c:mpar.Y F--& N Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk 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. �I Profe sional re arer's Sin ture P 9 Print Name Espera za Ke�Y. Digitally signed by Esperanza Kelly DN: c=US, o=ESK Design Inc., ,ou=A01427D0000016A044F b60600001113, cri_`Bpe�anza Kelly Date: 2019.05.01 13:03:27 -04'00' 1 n it i a i I 7110 SW 63 Avenue Miami, FL 33143 786-529-6389 Seal: O LANA �� N� ° v cc dF do kk®RfDA``a Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk STATE OF Florida COUNTY OF Miami -Dade The foregoing instrument was acknowledged before me this t day of mz rc"� , 2019, by-Lferz�1zA K L , of E-51be Sign a Florida corporation, on be- half of the corporation. Ne/S§h.e is personally known tome or has produced , as identification and did/did not take an oath. Witness my signature and official seal this Q4_"I day of M?rck ,2019, i County and aforesaid, the date and year last aforesaid. Nota Public � �Ydi =Sb1taFiorldar a I Q� 3353Print Name My Commission Expires: 03 q 7110 SW 63 Avenue Miami, FL 33143 786-529-6389 _ _ 01" 1 AD] CENT �— S 14 NW 41 ST USE 13-L CE 6. CE pIC � u..,„,. ren. n 1 w .... prlmarx. uxm•..urn ac+�J z 1110 Arr MumrSW FL JJta3 w �-"--� SIlH1ECr YROYERI P-'�� 20 NW 42ND STREET 7.200 S F LO'r USE T3 -L s It JAS BA lAa BA � a FIC W I V✓ Vim/ ADIACENT PRDPERTY. 4176 N MIAMI AVE. USE T4.L E NORTH MIAMI AVEN JE 9nx wau wtp rllPHgp Lra+PPPSaP www Eaalgn mm TXFfi SNPUBS Y rM nrmar orrmual apo ea. Ima•rna nwnendurin rN+a aa+ae PLANT LIST On 1 6YNBPL IBOTANICMX.Wf IcpXMPX XAME Iw[PPIP+Tlgi6 IN.atrvF Imes Riwwx erb,a V✓✓,. 1TtYtl aS'e'u.)I.T tr.B6B [ cE FF yye�tR c(�,twnme IPIT/�y aa'6'u.ru. B6B Yaa rn• d+nal r.San+� u..� N.le'&ra'.rw.5•r. eFe ,xXwe 1 so rlc fa,. awrlywl; •aMlnw Fna 5 1r Mnir. te-a I 10 NMI IMm ryu Ik 9•rn 'M »r. Y'm Yu J/S aaruwllWAY W.LIWu te'N. ail y "y Na )J•aL mN.Pc 1 1 Ilp PS~`irlMF'ivnpC foil EEAli rpal. )1'n[mn. H)'C a Yu I Laneacapa Nolaa t. pn plant murnal anon O+Flene+Na. 1 . as apanlNe rn ma Dneaa an0 Snnewea br Nunary Planta ane Pan II, PYlma,rr n..a e.n.nl .amen ) All peen fMn Da twee pr quree GXnnp and alnbnq man pa Done in awnreanu w�N ealam ane all lout pnnmea Allp- malanal anNl meal or a.crae Na aua rayuuomenla sa ape W I—plam aal Np au9rplWwn anan is +eeeple0 wrinpul Ina Land -0. MenuRf apprwu . Cpnyaclw n rwpenai9b ler rarrMalq an unew9reune vtlmaa ane eelanun9 Nr nauswry nwanua prlw Ip y nnp R An areae Ip renrw 11-9 anan ie -1.— wnn plummy wrl. P -Mg sea mN cenamt el •muton of BOX sane .ne )Px maps 6 MI plantae areas ere Ip ncura a 2• IaYar el Flenmulcn Snreeeae Malaluu motto ) Naw pro palma anmm ane 9rwnecoran anaM pa IrNuae wM Agnlprm PIanIIn9ladaU. Tpt051ennula. T1 pram. In accpman<a rnN manuuclwan nmmmrnesupna. a. anvm • re 9rpurwrnran anan is quannlare ler a Danee pl one Itl Pau Irpm mr ]ma pl nnu ,u pwwpa J (T C _ 0) M a �• 0 (I) N Ly (1) C U) E N z .cu c o N z N Eaprr+va N+Ry Fbmla laneaupa Mclrtact LANDSCAPE PLAN 19pP1 _ EX cn.0 n EX Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk I ADIACENT PROPERTY' 4128N MIAMI AVE 7.2005.F LOT USE T5 0 ADIACENT R PROPERTY. 00 N MIAMI AVE USE T5.0 1 TO —00 ADIACENT PRDPERTY. 4176 N MIAMI AVE. USE T4.L E NORTH MIAMI AVEN JE 9nx wau wtp rllPHgp Lra+PPPSaP www Eaalgn mm TXFfi SNPUBS Y rM nrmar orrmual apo ea. Ima•rna nwnendurin rN+a aa+ae PLANT LIST On 1 6YNBPL IBOTANICMX.Wf IcpXMPX XAME Iw[PPIP+Tlgi6 IN.atrvF Imes Riwwx erb,a V✓✓,. 1TtYtl aS'e'u.)I.T tr.B6B [ cE FF yye�tR c(�,twnme IPIT/�y aa'6'u.ru. B6B Yaa rn• d+nal r.San+� u..� N.le'&ra'.rw.5•r. eFe ,xXwe 1 so rlc fa,. awrlywl; •aMlnw Fna 5 1r Mnir. te-a I 10 NMI IMm ryu Ik 9•rn 'M »r. Y'm Yu J/S aaruwllWAY W.LIWu te'N. ail y "y Na )J•aL mN.Pc 1 1 Ilp PS~`irlMF'ivnpC foil EEAli rpal. )1'n[mn. H)'C a Yu I Laneacapa Nolaa t. pn plant murnal anon O+Flene+Na. 1 . as apanlNe rn ma Dneaa an0 Snnewea br Nunary Planta ane Pan II, PYlma,rr n..a e.n.nl .amen ) All peen fMn Da twee pr quree GXnnp and alnbnq man pa Done in awnreanu w�N ealam ane all lout pnnmea Allp- malanal anNl meal or a.crae Na aua rayuuomenla sa ape W I—plam aal Np au9rplWwn anan is +eeeple0 wrinpul Ina Land -0. MenuRf apprwu . Cpnyaclw n rwpenai9b ler rarrMalq an unew9reune vtlmaa ane eelanun9 Nr nauswry nwanua prlw Ip y nnp R An areae Ip renrw 11-9 anan ie -1.— wnn plummy wrl. P -Mg sea mN cenamt el •muton of BOX sane .ne )Px maps 6 MI plantae areas ere Ip ncura a 2• IaYar el Flenmulcn Snreeeae Malaluu motto ) Naw pro palma anmm ane 9rwnecoran anaM pa IrNuae wM Agnlprm PIanIIn9ladaU. Tpt051ennula. T1 pram. In accpman<a rnN manuuclwan nmmmrnesupna. a. anvm • re 9rpurwrnran anan is quannlare ler a Danee pl one Itl Pau Irpm mr ]ma pl nnu ,u pwwpa J (T C _ 0) M a �• 0 (I) N Ly (1) C U) E N z .cu c o N z N Eaprr+va N+Ry Fbmla laneaupa Mclrtact LANDSCAPE PLAN 19pP1 _ EX cn.0 n EX Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk N07E. PLANT SPACING AS 1 INDICA IED IN PLANI IN TRIANGLE METHOD / SCHEDULE I IS PREFERRED USE VARIES W/ PLANT SPECIES, SOUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. 50 THAT YAIURE PLANTS WILL NUT OVER LAP ONTO PAVEMENTIYP. PLANT SPACING *'U-LAR CROUNDCOVERS AND/OR BOOP MULCH CLEAR FROM LALVAN WIRE SHRUB STEM TRIIN PLANT LOCATIONS - - 2' MULCH LAYER OVER AND TURNBUCKLES - AND TU IBUC ENTIRE BED NOT OVERLAPTREE ONTO CURB WEED CONTROL FABRIC TIP PLANT SPACING I I PI. ANNNC SOL RPW'O.11ume lt L L`- C%IS TING SON NOTE. `' I BALL DIAMETER SQUARE SPACING 70P Of MULCH 10 - 3' MULCH BE 1/2- BELOW LROUNOCOVEN, STEM PAVEMENT OR SOO CSHRUB AND GROUNDCOVER SPACINC 2 SHRUB PLANTING DETAIL Lµ a P �J PROTECTIVE TREE BANDING 3- 2 x N (1 B- LONG). - EVENLY SPACED OVER 5 LAYERS Of BURLAP - T-1/� WEBBING PADDING AND SECURED NVIPF&Eft S%Wtlq 3 PER TAPE - 3 PCR TiiEC 3 PER ' TNEC) I- 2 % . NAKED MIN. (LOOP AROUND 70 PROTECTIVE BANDING 1RUNK Of TREE SMALL AND BDLIED TO LOWER B( LOOSE) 3 MULCH (KEEP CLEAR POSTS. 00 NOT NAIL TO FROM TRUNK) TRUNK OF TREE TOP OF MULCH TO MULCH (KEEP [TEAR - BERMED SOIL DISH FOR WATER RETENTION FRO3' BERM IN SOIL OISH FOR 2 BERMED / IAWN EOIL ;�! WAICR RETENTION / WOOD STAKE 2e- LONG i LAWN / 3- BELOW FINISH CRADL LOWER POSTS (3 PER J •' PLANTING SOL AS TREE) 1-2 % . % 12- �._,., - SPCC6IED LONG (FLUSH OR BELOW EXISTING SUBCRAOE ` eRABbjJ]1C SOIL AS `@j((JIIQEOSVBCRAOC C MEDIUM TREE PLANTING DETAIL 6 LARGE TREE PLANTING DETAIL H - PROTEC71VE KNEE - PROTECTIVE TREE BANDING 3- 2 % . (IB- RANGING 3- 2 % A (18 - 1B'LONG), LONG) 'EVENLY SPACED LONG), EVENLY SPACED OVER 5 LAYERS Of OVER 5 LAYERS OF BURLAP PADDINGAND ANO PADDING AND B1(%K@ S�ANESE` 3 PEN PALM) 1- 2 % N VBURLAP CWW VANVC 3 ¢TER PALM) 1- 2 % , / NAILED 10 PROTECTIVE o BANDING AND BOLIEO TO NAILED TO PROTECTIVE / BANDING AND BOLTEO t0 TOWER POSTS. 00 NOI NIWL TO TRUNK OF PALM LOWER POSES. DU NOT NAIL TO TRUNK Of PALM _ 3- MULCH (KEEP CLEAR ,_ / 3- MULCH (KEEP CLEAR FROM TRUNK) BENAICD 501L DISH FOR / FROM TRUNK) M / �- BERMED SOIL OISH FOR WATER Rf7EN110N r WATER REIEN71ON '- LAWN '- SAND -LOWER POSTS (3 PER LOWER POSTS (3 PER % 1 % PALM) 1-1 % A % 1$ - \PMM) F LONG (FLUSH OR BELOW EL LONG (!LUSH OR BELOW \ CRAB G SOIL AS - eUDEING SOIL AS \- SPEd ICU ExlS ZING SUBGRADF SPECIFICD EXISTING SUBCRAUF CPALM PLANTING DTL -LAWN AREA 8 PALM PLANTING DTL -SAND AREA P PLANI - VARIES W/ SPACING AS PLANT PLANI SCHEDULC MIN -- Y%2' WOOD STARES NOICAIEO IN SPECIES -50 RING REL IN I DIAMETER THAT MATURE -,,m LALVAN WIRE (INCHES) - PLANTS W1LL - 21 - _,- 3e _ --so AND TURNBUCKLES - AND TU IBUC NOT OVERLAPTREE ONTO CURB WITH RUBBER HOSE RPW'O.11ume CLEAR FROM - 3' MULCH LROUNOCOVEN, STEM ' 2' MULCH - BERMED SOIL DISH FON WATER - LAYER OVER ENTIRE BED RE IENTION - - WCCD CON 180. - FABRIC AS - FINISH GRADE . \ SPECIFIED E.%CAVAYE TO A NOIE \ MIN. DEPTH 01 12- AND -PLANTING SOIL TOP OF MULCH TO W/ +•-�_ EXISTING SUBLRAOE BE 1/2' BELOW PAVEMEN7 OR SOD \ ppB1LA,CKFILL ` [%ISTING SdOLIL - C GROUNOCOVER PLANTING DETAIL C SMALL TREE PLANTING DETAIL I e Nr llForP (al appbuuen. per Yea .( M el � cl Sbgembrr dl Dvnmb.r ]IAM Tree. w�11 D. IaNIueO wnA a necna,-. pNm I.nilver conM�Nnp m,9nnlurn. m,n9,ne+. and nucronuNenU ry ler 1n. Groper nealln ene 9, owN of Ne vee no el lerWie•r Der Inco al nlrper per .DgrcWon ,].61) or ,pml .nova e. D .a ]1 Gua,meee even ,PDlrubonl el I.NNa,Den In Inv even! of .nr mlllad areas Nay el thea anaN e• Drun•d by • c.nxne ,Nen.1 n requx•d bol no Ina man eon a year s.-. ane Giou"corN M•mMnaP. IIP-, To.-t-.--l-'.I- be een.,I, conbnuou. Ppenbon. but n, pU. r. m epw.r -9 0.9 b, Pone 12 bme. 0.1 nae Tmnmmp l .rxy be een. le pr.renl .nn.pa nem -,-N, lv muM anlo 21 Sluvb ane G11--.1 Pnr Cdnlrel In •n0 proundnver �ry I. D•nea. Dr N>•ne 1 sena oenl p.almaw.a r...waen�N. a. cP.+I MH•ee 1: 11.1 N•I,I.MP-I,pl,--,Np.d., Mc,,I Ne II-Mp-m.,PPnnlmn rale 31 WIId C-111 Snruba and preunenr.r. beet Mount e. 1.,A r--bly weed .ap.cl b Ine conGYon. Ind Ne bme of yea. TNa rr• n• DP1 .d eu9n A. ganll..HacMa nn1•cl nerNPaes Ind menuM 'n we.einq F-1.1 Appl-b . All em.menl•1 MNb 0.6. and 9leu C-1 ,nau b. oe Tour vmn Der y.a nmp Ilow relm. 164-8.1 In, 111. ol) PDund Per PMn1 MULCH RING MATRIX o - Ln Z5 r c o S 0 3 I L 0- rr - o fD Nj A � - m � o 3 o m 7nosw e]Ar.we num,fL LC26000M0N0 ' wwwwaxmapn.um O J ET C y D] N D- N.' 0) N 2 C in 3:E N Z m O N Z O N l L t� / UT �-lorwm Ke lF ,rNrr r EIPM•n•Keny none. L_P. III_ -UUM.7109-- - PUNTING DETAILS 1990, EK L-101 lar. TLS NOTED MIN MULCH DBH ROTBALL RING DIAMETER DIAMETER -,,m (INCHES) __n ----w (INCHES) - 2 Vt•_-_ ]- IFC - 21 - _,- 3e _ --so Se ---n -' _ IN - o - Ln Z5 r c o S 0 3 I L 0- rr - o fD Nj A � - m � o 3 o m 7nosw e]Ar.we num,fL LC26000M0N0 ' wwwwaxmapn.um O J ET C y D] N D- N.' 0) N 2 C in 3:E N Z m O N Z O N l L t� / UT �-lorwm Ke lF ,rNrr r EIPM•n•Keny none. L_P. III_ -UUM.7109-- - PUNTING DETAILS 1990, EK L-101 lar. TLS NOTED Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk M W A W a u� C�` Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ATTACHMENT 1 Approval and Conditions of Traffic Operation Plan by Miami -Dade County Traffic Engineering Division. Carrie, Anne -Christine From: Estevez, Samael Leonidas (DTPM <Samael.Estevez@mfamidade.gov> Sent: Tuesday, March 19,201912:37 PM To: Carrie, Anna -Christine Cc: Orue. Jon (OTPNn; Senespleda. Yamilet (DTPW) Subject: RE: Cetner Academy - preschool Attachments: Centner Academy Traffic Operations (TOP) Form Ver 11 - March 2019.pdf CAUTION: This is an entail 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 came 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 Miami Dade Department of Transportation and Public Works prior to construction. - School ;pezd zone trust be provided in accordance with the latest FDOT Speed Zoning Manual. Submit plans for review and approval by DTPW prior to construction If you need something else please do not hesi-ate to ccntact me. We look forward to this type of collaboration/coordination with the city. Regatcls, Samael L. Estdvez, P.E. Proiessional Ergineer Department of Transportation and Public Works Traffic Engineering Division 1 L1 NW V Street, Suite IS 10, Miami, Florida 33120-1900 Pit (335) 375-1282 I Fax (305) 312-6064 vAvsv.miamidade.aov "Delivering Excellence Every Day" Plecse consider the environment uefure printing this email Miami-DodeCounty is a public entity subject to Chapter 119 of the Florida Statutes concerning public records. E-mail messages are covered under such Imus and thus subject to disclosure. From: Carrie, Anne-Christine(rrailto:AcCatrie@tttiamigov.coml Sent: Tuesday, March 19, 2019 12:21 Ph1 Tc: Estevei, Samael Leonidas (DTPW)<Samael.Estevez@niiamiclade.gov> Subject: Cetner Academy- preschool Staff Analysis Report No. PZ -18-299 Page 12 of 13 7.1.d I U) N Z O N C tC O Q to Z to M r C O O_ N U X W r to rn r O lV 0 to O y in >h N C Q r3 U) Y Y .JO r rn to to C E L U SCS a� Q Packet Pg. 324 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ?his is an E%TEFVxt, email. EXercise eausi Win.. Do NOT open a:rachmr-nts or click links from unkn_va senders cr unax_+e:ted &mails. Flease click here ii this cr a susoiciscs message Enterprise Security Office Good afternoon Samael: I hope ;his 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 Streat which was submitted to you a few weeks ago. Attached is the parking plan just for reference. Can you please email me your recommendaticns for the request? Please let me know if you require addi6o ial information on my end. Thank you Anne -Christine Carrld,MURP Planner 11 nnu Mu. Planning Department c Office: 305-416-1417 t N tG Visit us at www.miami�ov.corn/ulannine. vNe to riorida's very broad pub!!c records law. roust wrilcen cammuniotIons to or from Cllr of Miami employee: re,3rd;n; City busines are public records, and are availaBla ;o the p.01 ind m Jla apian request. Therefore, this a -mall corrun—;"tIon may be subject to public&wlusure. 3 Staff Analysis Report No. PZ -18-299 Page 13 of 13 7.1.d N 1* Z CV C B d Q E u0 Cl) C O Q ly U X W r C� CD r O C'V r O In O N (n R C Q R U) d W CL I_ r Cn to to ai C d E L U td I Packet Pg. 325 1 _ CL E GAL RECYCLED PAPER TO REORDER CALL 954-846-9399 noccwouP-j pnAG4-i�AlE IEGAt [:Fe1p0�y'EGAI O S N Q N O � fD � O 3 O �.a H , (D n c 'r S K N n N n m City of Miami wa1111111 }� Planning Department Staff Analysis Report No. Location Folio Number Miami 21 Transect MCNP Designation Commission District NET District Planner Property Owner i Project Representative A. REQUEST ANALYSIS FOR EXCEPTION Submitted into the public record for item(s) pZ,S 1 ( on 10/24/2019 , City Clerk Submitted Into The Record w:5 In PZ -18-299 (Revised May 24, 2019) 4136 N Miami Ave and 20 NW 42 Street 0131240201040 and 0131240201020 74-L° General Urban Transect Zone — Limited and "T3 -L" Sub -Urban Transect Zone -Limited Low Density Restricted Commercial and Duplex Residential Keon Hardemon (District 5) Wynwood-Edgewater Anne -Christine Carrie, Planner II Perpetual Love 4136, LLC and Perpetual Love 4128, LLC William Riley, Jr., Esq. 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 Figure 2: Zoning designation of subject site Staff Analysis Report No. PZ -18-299A 5-24-2019 Page 1 of 15 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 "74-L" and is developed with a three-story structure. The two lots currently have individual vehicular access points along NW 42 Street. SURROUNDING USES t Miami 21 North I "T4 -L" General Urban — Limited South f "T5-0" Urban Center— I Open "T3 -O" Sub Urban—Open East and "74-0" General Urban -Open MCNP / Density Existing Use j Low -Density Restricted ' Vacant Land; Single Commercial (36 du/acre) Family; Duplex General Commercial Office (65 du/ac) Low -Density Restricted Office and Two - Commercial (18 to 36 du/acre) FamilyDwelling. g' Duplex Residential Two -Family and West "T3 -L" Sub Urban -Limited (g du/ac) 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 the'Western Property for the sole use Pre - School. Staff Analysis Report No. PZ -18-299.0 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 I Action Walver No. 2014-0117 to allow a 10% reduction in required parking and to allow a 01-21-2015 dominant setback of five feet was approved with conditions pursuant to Section 3,3.5 land Section 7.1.2.5.a.28 of Miami 21. 01-23-2019 .Building Permit no. 8D18-016220-001 is currently under review. I 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. 1 05-15-2019 lof The Planning and Zoning Appeals Board granted the applicant's request for a deferralj this item to a date certain of June 5, 2019, J 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 pians, 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-l2--classrooms:-No-more than two classrooms will utilize a recreational area at any given time. Since there are hfvo 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 Figure 3- "On -Site Circulation Diagram no. 1" provided in the TOP. a—__ !I 905 feet Stacking for _ 4 vehicles Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk LEGEND �_ __ - Parent's Traffic Flow Staff for drop-of/pick-up?,- beititiies-_ a -- Traffic Control Personnel IP■.{_ - - .ya�ii_iyu_ �i II �I �� GINETeCh - 61NEEJiING, INC. TRAFFIC OPERATIONS PLAN %I il� Yll11 llldill111 lfll llii II �L hill JIII II Illllli llllll. III IY�hii I;IIIl11�W�IIL ,i_L{iui�1110 1kikouYII,w111111I1i1.Y fl/ pl l�lll�lli111111,1,1 II�IIIIL *According to plans, use of the term "stacking" is synonymous with "queuing". , 92 feet tacking for vehicles Ili+y. yL i_.iiY�,INI �. dl� I�IIILI II�III�I� FIGURE 1 b CentnerAcademy Miami, Florida Staff Analysis Report No. PZ -18-299.v3 5-24-2019 Page 5 of 15 Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk Figure 4 "On -Site Circulation Diagram no. 2;'J provided in the TOP. ..1.1. ilii l AIR 1.1111. 11111111, II:I II I..I..I .I .II :I 1111.1 L. Y..1 IL 11, 1i 11: L I V II... l U:1. J11 I. 1101 111.li. J11 "10 d"IJle..1:1. .Y11,11111,I1.111'..:. IY II.6I..IIA1111LIu:l"1i..1,-0 iuu�lu.11�Illli,l. u,I�A�lllfi. LEGEND — - - .Y. iiMi �e Er c li f . . r �---- Parents Traffic Flows 4 Staff for drop-off/pick-up Traffic Control Personnel —771 7 .. ..5. .. L rfi ff". . st1 I•n. SurfaeePaNdng Lot Off >::,.-s:: 1 Mir :11:1;.1.:1' .. t( f,. -'[jilt: r�:4j:�!'�>i��t�• :r'Ie'iC.l:=:::::::'1:: To Underground Drop-off / Pick -yip A Staff.Parking N i.9 i z Traffech TRAFFIC OPERATIONS PIAN ENGINEERING, INC. •�:...:L'.:111..e:u��it.:1111.j.!:1._IJ11i,y11_i�.:e.gf:NilcbalLli:!nle aleLL::ie:lu:nul`:1:� i�W1:,�e.aeu �_LI:.dY'nIYfLd.WiY..ull��'�a+.�6e e.IJe:[I.uu.ua:l,wl.ua _ _ _ 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 "Jm]aintain a land use pattern that (1) protects and enhances the quality of life in the City's neighborhoods j...I." In support of this Goal, Policy LU - 1.1.12 states that "[Un 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 j...I." 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 Criteria 1: Per Section 7.1.2.6, the review of an application for an Exception "shall consider the manner in which the proposed Use ivilf operate given its specific location and proximity to less intense Uses (...J" Analvsis 1: 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. Findinq 1: The Pre -School Use is compatible with the less intense T3 -L uses in its vicinity. Staff Analysis Report No. H-18-299.0 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: Section 7.1.2.6 further states that the review of an application for an Exception "shall apply Article 4, Table 92 Design Review Criteria [...]". Analvsis 2: 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 9977, 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 -18-299.0 5-24-2019 Page 8 of 15 Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk Criteria (b): 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: The. request 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): 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. Criteria (d) 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): 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 ground 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 Criteria (t) Landscape. Landscape shall be preserved in its natural state insofar as 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 -18-299.0 5-24-2019 Page 9 of 15 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Analysis: 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 Cade, Findings: The request is consistent subject to Conditions (see Conditions no, 5 and 13 listed at the end of this document). Criteria (a): 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-off and 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), Criteria (h): 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 Criteria (i): Analysis: Finding: Criteria (i): 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, Per sheets A3.00 and A3.01, the Applicant proposes adequate visual screening methods for service areas. The request is consistent with the criteria Parking areas. Parking areas shall be screened and so located as riot 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 1 Approval and Conditions of Trak Operation Plan by Miami -Dade County Trak Engineering Divislon. CaMe. Anne -Christine From: Fstevez 5amael Leonides (DTPW) cSomael.Estewz(6 miamidade.gov> sent: Tuesday. March 19, 2019 1237 IPM Tot Carrie. Anne -Christine CC Chue. ion IVTPWg Senesp(eda. Varridet (OTPus) subject. RE: Cetner Academy- preschool 'Attathmenic teniner Academy 7sa fic Operations (TOP) form Ver 1 i - Miami 201943tlf mtilAi�tt��tpi� crc nkcoto � h0len�stimCt ._,T.�-�..� Good afternoon Anne -Christine, This.school application originally came to us.)ust with the underground.paridngwhich:wassupposedto he usrdasa ma of drop-off and parking. We rejected that proposal and they came back with the plata that you are now reviewing which added die adjetentkit a.s additional parking and pasenes parking (or student's drop o'f(Mck of). for your tecords I've attached the Traffic Operations Plan (TOPj that we uitirrately approved for this site. Also, these avert. the approval conditions: • Final site plan must be submitted for review and approval by MAiami Dade' Department of7ransportaGon and Public Works prior to construction, -School speed sone must be provided In accordance with the latest FDOT Spred Zoning Manual. Submit plans for review and approval by DTPW prior totonstntction. If you need something else pieaie da not hesitate to contact me. We look forward to this type of collaboratiWcoordination with the city. Regards, Samael L. EstEvex, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 1-1 Street, Suite 1510, Nami, Florida 33120.1'900 Ph. (305) 375.1282 1 rax (305) 372-60CA �v+vw.mlattild ade.dov Teliverlog Ex"41e a Every bay" Pk ase tonsider the environment Ware printing this emoN Mionrl-Dade Comity. fs a pubpc entity subject to Chapter119 of the Florida Statutes roncerningpublir records. E-mail messages merovered under such Tows mrd thus suhject to disclosure. from- Carrie, Anne -Christine (mailto:AcCariie rntamigov.com) Sent:. Tuesday, March 19, 2019 1221 PM To: Estevez, Samael Leonidas (DTPW} cSamaei.Estevez@Wamida&4ov> Subject: CetnerAcademy -preschool I Staff Analysis Report No. PZ -18-299.v3 5-24-2019 Page 14 of 15 Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk ATTACHMENT 2 On-site vehicle stacking OPAW''* LEVEL P AN stet. »•dr MOiratu uplpw.rao wen> unv.�uv Nw Staff Analysis Report No. PZ -18-299.0 5-24-2019 Page 15 of 15 SLEGAL RECYCLED PAPER TO REORDER CALL 954-846-9399 iICE Pi0pEGAL WP v m ACE TAlfM UCTS canpoM Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk IRA A A EC W :NGINEERING, INC. Mr. William W. Riley, Jr., Esq. May 8, 2019 Partner - Greenspoon Marder LLP 600 Brickell Avenue, Suite 3600 Miami, Florida 33131 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 1 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 trcnfic impacts and queuing standpoints. TR TECH ENGINE RI , I 9 o juin E. argas, . . ni or Transportation E ineer 8400 N. University Drive, Suite 3og, Tamarac, FL 33321 � T: 954-582-0988 jiF: 954-582-o989 4F L L G A L RECYCLED PAPER TO REORDER CALL 954-846-9399 S CD 3 0 M Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk R 18 r� 136 North MiavnA,' prepared for: Centner Academy traffic study • pan us� \ NOTIC coaoriv, d mn reM.. trdrxe � a�sra ion mxu �mm�mreµivrmevNs Nuri i' anc/a ,c()Md Hrx caf..a7 mm: a.mr>Wnmm.�.arcmm ,wimaaaaa r,nk nvavgna�mmwn v,a+nx K< xnmw. cya wa.: c�aa r,.awb:+aaamxm.mwq oa,.mnwa .em�aenoararnar�o�s n 0 PZ1 &299 03/25/19 / 7R"OAw)iTECjff ENGINEERING, INC. March 1, 2019 /RAF/EC/5/ Submitted into the public ENGINEERING, INC. ar record foritem(s) PZ.5 on 10/24/2019 , City Clerk March 1, 2019 Mr. Andrea D'Alessio Centner Academy 4136 N. Miami Avenue Miami, Florida 33127 Re: Centner Academy - Traffic Impact Study Dear Andrea: NOTICE �.,r;�a>unKne..man c�:tamsanmeen Incvn repumme vtri M'atl 2: vs/a tc Gry a N x! Cae..aprti: x�:lna;csw,varcmro> urm�oaara RdcOesin9 Msmnbeev Wh W nawtfo-A n pq aya NOM COOL Tv.pp6:H. tlxiUn+eck% bM/ xB mwr xmd i�>n a.ePdc �+q rc IeMereMv� kamnutl%or datM Otcm IZ-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. Its been a pleasure working with Centner Academy on this project. Sin erely, TR - TECH ENGINE RIN J a in E. Vargas, P.E. S ni r Transportation Engineer March 1, 2019 8400 N. University Drive, Suite 3og, Tamarac, FL 33321 T: 954-582-o988 F: 954-5$2-og8g Submitted into the public record for item(s) PZ.5 . �. • . on 10/24/2019 City Clerk NOTICE TABLE O CONTENTS rano NOTICE Rl.unieplefam.fOa aW1ZTHw Ck OwwalM aaawh mn xrm sakw4..unwu o oe raena+uaa 1' ,dna.a.e.«�na,aot w»i�eirn ya�sw�.wa.yco�,arv.+w r.menx stavti :aewka�+�nacmmee�ra aaxnnarm�w w a rrei amsm INTRODUCTION............................................................................................................................ ...PZ -48-299 03/25/19 INVENTORY.............................................................................................................................................. ExistingLand Use and Access............................................................................................................... Proposed Land Use and Access.............................................................................................................. 3 EXISTINGCONDITIONS...............................................................................................................................4 RoadwaySystem.....................................................................................................................................4 StudyIntersections.................................................................................................................................. 4 TRAFFICCOUNTS.......................................................................................—................................................ 6 TRIPGENERATION........................................................................................................................................ 8 TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT............................................................................ 9 TRAFFICANALYSES....................................................................................................................................1 1 Future Conditions Traffic Volumes...................................................................................................... l 1 Level of Service (LOS) Analyses.........................................................................................................15 ACCUMULATION ANALYSIS....................................................................................................................16 CONCLUSIONS AND RECOMMENDATIONS........................................................................................17 LIST OF FIGURES FIGURE1 — Project Location Map..................................................................................................................... 2 FIGURE 2 — Existing Lane Geometry...................................................................—........................................... 5 FIGURE 3 — Existing Traffic Counts — AM Peak Hour.................................................................................... 7 FIGURE4 — 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 TABLE1 — Trip Generation................................................................................................................................ 8 TABLE 2 — Project Trip Distribution.................................................................................................................. 9 TABLE 3 — Intersection Capacity / Level of Service Analyses.........................................................................15 II1-W 9 DQ"l ON DT.9 i Centner Academy Traffic Study Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk INTRODUCTION Centner Academy is a proposed educational institution planned to be locates North Miami Avenue in the City of Miami, Miami Dade County, Florida. Tht of the project site is illustrated in Figure 1 on the following page. 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 PUBLIC iq Mss Gi ��- •? 9 n w�` /C? z 7i. Ax s JJ . $n v `m` 44L d `` iii ` v ; REVIEW Co. fk� '3 � ii - S.� t . Ali T.' Wm Id nd 'N�342�,a:Street t,. ." T �T L. s �.Subject Site:. Submitted into the public record for item(s) PZ.S rNOTIC on 10/24/2019 City Clerk INVENTORY \ PZ -18-299 Existing Land Use `iL�� 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 42"d 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.S r�NOTIiC on 10/24/2019 City Clerk EXISTING CONDITIONS PZ -18-299 This section addresses the existing roadway system located in the vicinity of the 03/25/19 site and nearby intersections. Roadway System The roadway system located near the project site includes North Miami Avenue, NW 42nd Street, and NW 46`h 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 46`h 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 42nd Street (Stop controlled) 2. North Miami Avenue and NW 46fl' Street (Signalized) Figure 2 shows the existing lane geometry of the intersections surrounding the project site. 4 Centner Academy - Traffic Study its Submitted into the public record for item(s) PZ.5 rrNOTIC on 10/24/2019 City Clerk TRAFFIC COUNTS Z-18-299 Traf Tech Engineering, Inc., in association with Video Data Solutions collected 03!25/19 data at the following intersections: 1. North Miami Avenue and NW 42nd Street (Stop controlled) 2. North Miami Avenue and NW 46th Street (Signalized) 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 �,& Psw NFq o `�O Q C J \ f r w N II +T Q 32 .. i .,, s' rt _ 42 - , s �e N� d�"5trteet ;. s - LEGEND el L,ft-Turn Lane Through Lane Right -Turn Lane + � --5� r �_r1• .J r 'Ira lx w_-iP d'.��"."-i �.�.{ �-'.� - ` �.. �. _ _ Submitted into the public record for item(s) PZ.5 r,NOTiCE on 10/24/2019 ,City Clerk TRIP GENERATION The trip generation for the proposed school was based on traffic counts collecNat' Z-18-299 03/25/19 surrogate school location for trip generation rates. The surrogate school is locate SW I" 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: • 0.51 trips per student in the inbound direction • 0.42 trips per student in the outbound direction 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 PHIS 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 Submitted into the public record for item(s) PZ.5 .• on 10/24/2019 City Clerk 4 NOTICE TRIP DISTRUBUTION AND TRAFFIC ASSIG %'03125/198-299 The trip distribution and traffic assignment for the project were based on Mia County's Cardinal Distribution information for the study area. Table 2 summar 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. 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. 9 Centner Academy - Traffic Study 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* 1 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. 9 Centner Academy - Traffic Study Submitted into the public record for item(s) PZ.S on —10124/2019 , City Clerk NEW PROJECT TRAFFIC ASSIGNMENT Weekday New Peak Hour Trips AM FIGURE 4 Centner Academy Miami, Florida Submitted into the public record for item(s) PZ.s •' on 10/24/2019 City Clerk • a`` ' NOTICE TRAFFIC ANALYSIS &P0;3/25/19 8-299 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. Future Conditions Traffic Volumes 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 Q. 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 2"d 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 a,_d Submitted into the public record for item(s) pZ,5 •. on 10/24/2019 City Clerk ¢ • i:).: The new trips generated by the school (refer to Figure 4) were added to the 2019 WPZ-18-299 03/25/19 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. 12 Centner Academy - Traffic Study X08 PUBLIC h c NW -40111 A 7� EW C00 Al FEW '4 10�- a 37F }17 r = 71 treet LEGEND Llft-Tllrl Lane Through Lane Right -Turn Lane �&PUBUCHF 3 Q dig �:� �.}�• _ _ j°�_,4 ver - _ 9,. r - - p. .. - G•Q • < gilp ��'.".y��f.i••,�'- cA # •TE: All trips were assigned to. rrveway SEW G in order to assess impacts with a conservative IV qcrj UA It 4 14 fE _. 4 89 12 0 41 16 ,� - �• ;::. 45 3 LEGENDLeft-Turn Lane 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 NOTICE PZ -18-299 03/25/19 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. 15 Centner Academy - Traffic Study TABLE 3 Intersection Level of Service and 95th Percentile Queue Results Centner Academy N. Miami Future Traffic Conditions Intersection _ 2018 2019 2019 Existing w/o Project 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 B (11.6) B (11.7) D (25.9) - WB A (<10) A (<10) A (<10) 95 w Percentile Queue NBL <25 ft <25 ft <25 ft 95th Percentile Queue EBT <25 fl <25 ft 51 ft NE 42 Street and Project Driveway - NB n/a n/a A (9.3) - WBL n/a n/a 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 rNOTIC on 10/24/2019 City Clerk ACCUMULATION ANALYSIS PZ -18-299 A vehicle accumulation study was conducted for the 66 -student school's os1 5111 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 vehiclesl, 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). 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 W, 3Z-18-299 03/25/19 North Miami Avenue in the City of Miami, Miami Dade County, Florida. Thes� addresses trip generation and the traffic impacts created by the proposed project on the nearby transportation network. 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. 17 Centner Academy - Traffic Study Submitted into the public record for item(s) pZ.s on 10/24/2019 , City Clerk o The driveways off of NE 42nd Street are projected to operate at level c "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 Submitted into the public record for item(s) pZ,S on 10/24/2019 , City Clerk LEGEND - - - - - - „w.2�ET - , I,C. "`- - -- Parent's Traffic Flow ^OF ® Staff for drop-off/pick-up K �� - "' " " <� Traffic Control Personnel ED g=` j�: _ I w I Surface Parking Lot i fir. ��d>; Q C ---- To Underground Drop-off / Pick-up I Q �.. & Staff Parking Ni wl �I V i FIGURE 7a TrafENGINEERING, IN Tech ENGINETRAFFIC OPERATIONS PLAN CentnerAcademy i C. Miami, Florida i = 105 feet Stacking for 4 vehicles 0 LEGEND -- Parent's Traffic Flo) ® Staff for drop-off/pi Traffic Control Pers_...._. Submitted into the public record for item(s) PZ.s on 10/24/2019 , City Clerk Traf TechFIGURE 7b ENGINEERING, INC. TRAFFIC OPERATIONS PLAN CentnerAcademy Miami, Florida 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 10/241/2019 , City Clerk O PAWW, LEVEL PLAN PZ -18-299 03/25/19 �A0.KIMi LEV FA. MAN ADIAR PROPPRTY: ADIAC£NT iROPERTY: IMETSA AOIACEAT JIUOU AOAMIAVE I �. ��. t�I� )DE 42 ST lu.a ME T}L •�"� i '.F��I I I i S !!'JYWIDE I D WAY AY ADLYSS LSLE 20NWTNtOPER 3U 1�DSF I�OT� i � AW.- bi USE: MI PIIOPERTY: UNWJIa uze:nL 91 i I � A� I �SIA I i SRTRACK fR I YAiIU SGOD' _ 9J.Oa ADIAR PROPPRTY: IMETSA AOIACEAT JIUOU AOAMIAVE I �. ��. t�I� •�"� i '.F��I 0. PERTY. JD6 N MIAAII AYE VSE T4L ®wJ N MIAMI AVE NOWrH MIN AVENJE------ /1 20 14 1!N STRELT PAWW. SITE Submitted into the public record for item(s) pZ.5 on 10/24/2019 , City Clerk OTICE PZ -18-299 03125/19 W ..�..� AJ➢0 Submitted into the public . record for item(s) PZ.5 on 10/24/2019 , City Clerk Traf Tech Engineering Inc, Submitted into the public record for item(s) PZ.5 on _0/2412019 , City Clerk File Name Site Code Start Date Page No : 1 Groups Printed- Autos - Heavv Vehicles N Miami Ave NE 42nd Street ( N Miami Ave I NE 42nd Street From North From East From South From West tart Time Right I Thru I Left I U -T— I App. Total Right I Thru I Left U-Turra I App. Total ! Right I Thru I Left I U -Tarte I App. Total Right Thru i Left I U -Tans I App. Total Int. Total 07:00 0 131 0 0 131 0 0 0 0 01 0 68 1 0 59 3 0 0 0 3 193 07:15 5 182 0 0 187 0 0 0 0 0 0 57 1 0 58 2 0 1 0 3 248 07:30 2 245 0 0 247 0 0 0 0 0 0 55 0 0 55 3 0 1 0 4 306 07:45 3 238 0 0 241 0 0 0 0 0 0 60 0 0 60 2 0 1 0 3 304 Total 10 796 0 0 806 0 0 0 0 01 0 230 2 0 232 10 0 3 0 13 1051 08:00 1 1 258 0 0 259 0 0 0 0 0 0 62 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 08A5 1 303 0 0 304 0 0 0 0 0 0 80 2 0 82 4 0 0 0 4. 390 Total l 4 1133 0 0 1137 0 0 0 0 0 0 314 4 0 318.1 11 0 0 0 11; 1466 Grand Total 14 1929 0 0 1943 0 0 0 0 0 0 544 6 0 550 21 0 3 0 24 1 2517 Apprch % 1 0.7 99.3 0 0 0 0 0 0 0 98.9 1.1 0 87.5 0 12.5 0 Total % 1 0.6 76.6 0 0 77.2 0 0 0 0 0 f 0 21.6 0.2 0 21.9 0.8 0 0.1 0 1 Autos 14 1909 0 0 1923 0 0 0 0 Oi 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 leavy Vehicles Heavy Vehicles 0 1 0 0 1 0 0 0 0 0 1 0 2.8 16.7 0 2.9 4.8 0 0 0 4.2 L5 Traf Tech Engineering Inc. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk File Name I Site Code : 0 Start Date : 7 Page No : 2 NOTICE NE 42nd Street N Miami Ave I NE 42nd Street I N Miami Ave Thm I Left I u -Tums I Aoa. Taal I Int Total I 2 0 From North 2 343 From East 0 0 0 1 From South 4 0 _ Start Time I Rloht I Thru I Left I u -Tums I ADD. Total I Right I Thru I left U -Tums I ADD. Total I Right Thru I Len U -Tums Aeg. Total I tk Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 0 0 11 I 1466 100 0 0 0 .688 .000 .000 .000 tk Hour for Entire Intersection Begins at 08:00 .883 10 0 0 0 10 1444 90.9 0 0 0 90.9 9.5 08:00 1 256 0 0 259 0 0 0 0 0 0 82 0 0 82 08:15 1 1 248 0 0 249 0 0 0 0 0 0 68 0 0 68 08:30 1 324 0 0 325 0 0 0 0 0 0 84 2 0 86 08:45 1 303 0 0 304 0 0 0 0 0 0 80 2 0 82 1133 1137 1 0 I 3181 % ADD. Total 0.4 99 6 0 0 0 0 0 0 0 98.7 1.3 0 PHF 1 1.00 .874 .000 .000 .875 1 .000 .000 _000 000 .000 .000 .935 .600 .000 .924 1 Autos4 1124 0 0 11281 0 0 0 0 0 0 303 3 0 3061 Autos 100 99.2 0 0 99.2 0 0 0 0 0 0 9.5 75.0 0 96.2 leavy Vehicles Heavy Vehicles 0 0.8 0 0 0.8 0 0 0 0 0� 0 3.5 25.0 0 3.8 NOTICE NE 42nd Street From West Right I Thm I Left I u -Tums I Aoa. Taal I Int Total I 2 0 0 0 2 343 1 0 0 0 1 318 4 0 0 0 4 415 4 0 0 0 4 390 11 0 0 0 11 I 1466 100 0 0 0 .688 .000 .000 .000 .6881 .883 10 0 0 0 10 1444 90.9 0 0 0 90.9 9.5 9.1 0 0 0 9.1 1.5 Traf Tech Engineering Inc. N Miami Ave 903 1128 1431 1451 11 9 20 4I 1124 01 u 0 9 0 41 1133 M Right T1 LIft U -Turns Peak Hour Data North . Peak Hour Begins at 08:00 Autos HP.- Vehirlx Left1l# I RNd�I l Ft TL0 11 a I Al 3141 00! 1134 308 ,440 Liz Out In Total ni Wa_ &_ Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk File Name :, Site Code : 0 Start Date : 7 Page No : 3 NOTICE Traf Tech Engineering Inc, Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk I,_ File Name Site Code : 0 Start Date : 7 Page No : 1 NOTICE N Miami Ave NE 42nd Street From South Groups Printed- Peds N Miami Ave NE 42nd Street tsa ( _ Right I From North Lett I Peds App. Total I IM. Total From East 0 4 tart Time I Right I Thru j Leff I PedS I App. Total I Right I Titre I Len Peds I App. Total I Right 07:000 1 0 0 0 0 0 0 0 0 01 0 07:15 0 0 0 1 1 0 0 0 0 01 0 07:30 0 0 0 1 1 0 0 0 0 0 1 0 07:45 0 0 0 1 1 0 0 0 0 01 0 Total) 0 0 0 3 3 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 08:15 1 0 0 0 0 0 0 0 0 0 00 11 08:30 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 0 0 01 0 0 0 0 0 •. 0 Grand Total 0 0 0 3 3 0 0 0 0 0 0 Appi % 0 0 0 100 0 0 0 0 0 Total % 0 0 0 18.8 18.8 0 0 0 0 0 0 Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk I,_ File Name Site Code : 0 Start Date : 7 Page No : 1 NOTICE N Miami Ave NE 42nd Street From South From West Thru tsa ( Peds I App. Total I Right I Thru I Lett I Peds App. Total I IM. Total 0 0 4 4 0 0 0 0 0 4 0 0 1 1 0 0 0 0 0 2 0 0 1 1 0 0 0 0 0 2 0 0 1 1 0 0 0 0 0 2_ 0 0 7 71 0 0 0 0 0 1 _ 10 0 0 1 1 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 1 0 0 1 1 0 0 0 1 11 2 0 0 2 2 0 0 0 0 0 2 0 0 5 51 0 0 0 1 11 6 0 0 12 121 00 0 1 1 16 0 0 100 0 0 0 100 0 0 75 75 0 0 0 6.2 6.2 Traf Tech Engineering Inc, Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk File Name I Site Code : 0 Start Date : 7 Page No : 1 NOTICE Groups Printed- H vy Vehicles N Miami Ave NE 46th Street N Miami Ave NE 46th Street From North From East From South From West tart Time I Fight Thru I Left I U -Tums I App. Total I Right I Thn! ( Left I [)-Tums App. Total I Right I Thru I Left I U-Turrrs I App. Total I Right I Thru I Len I Ll, -Tums I App. Total I 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 12 2 0 5 2 45 3 1 51 8 0 8 0 16 295 0' 1 235 0 238 0 1� 4 59 3 0 66 15 6 5 0 .331 Total 17 748 5 0 770 2 4 4 0 101 12 208 8 1 2291 36 10 20 1� 0 681 1075 08:00 5 243 4 0 2521 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 6 277 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 Total 1 21 1030 13 0 1064 1 3 3 9 0 15 1 11 257 12 0 280 33 15 30 0 78 1437 Grand Total 38 1776 18 018341 5 7 13 0 25 23 465 20 1 509 68 25 50 0 1441 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 0 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 0 5.7 1 Autos) 36 1742 16 0 1794 5 7 13 0 25 23 458 20 1 502 69 25 50 0 1441 2465 % Autos 94.7 98 88.9 0 97.8 100 100 100 0 100 100 98.5 too 100 98.8 100 100 100 0 100 , 98.1 leavy Vehicles Heavy vehicles 5.3 2 11.1 0 2.21 0 0 0 0 0 0 1.5 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 10/24/2019 City Clerk File Name I Site Code : 0 Start Date : 7 Page No : 2 NOTICE ar�4:abiwaltti ��f�ia N Miami Ave I NE 46th Street I N Miami Ave NE 46th Street From North From East From South I From West Start Time I Riaht I Thru I Left I u -rums I App. Total I Right I Thru Left I u -Turns I Ago. Total I Right I Thru I Left I LLTums I ADD. Total I Right ThruI left 14-T— I ADD. Total I Int. Total I tk our Analysis From 07:00 to 08:45 - Peak 1 of t tk Hour for Entire Intersection Begins at 08:00 I I 30 9 0 287 5 5 68 17 08'45 274 3 283 1 0 2_ 0 2 0 3 0 s 3 8 0 18 369 Total Volume ( 21 1030 13 0 1064 I 3 3 9 0 15 11 257 12 0 2801 781 1437 °h ADD. Total 2 96.8 1.2 0 1 20 20 60 0 3.9 91.8 4.3 0 42.3 19.2 38.5 0 PHF I .875 .930 .813 .000 .9271 .375 .375 _ .750 .000 .750 .550 .945 .750 .000 .9091 .825 .750 .833 .000 .8481 .926 Autos 20 1010 11 0 1041 3 3 9 0 15 11 253 12 0 276 33 15 30 0 78 1410 %Autos 95.2 98.1 84.6 0 97.8 100 100 100 0 100 100 98.4 100 0 98.6 100 100 100 0 700 98.1 leavy Vehicles Heavy venk es 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. N Miami Ave Total 288 1041 1 1327 23 27 20 1010 11 Wght Thr left U-Tuma Peak Hour Data i North Peak Hour Begins at 08:00 Autos Ve Heaw hicles T rLBW - 0 2 4 a� 1052 276 1328 Liz Out In Total Al,Ihrwi dvn Submitted into the public record for item(s) pZ,5 on 10/24/2019 , City Clerk File Name Site Code Start Date Page No Trai Tech Engineering Inc, Submitted into the public record for item(s) PZ,5 on _ 10/24/2019 , City Clerk File Name Site Code Start Date Page No : 1 Groups Printed- Peds N Miami Ave NE 46th Street I N Miami Ave �I NE 46th Street From North From East _ From South I From W tart Time I Right I Thru I 1-611 I Peds I APP. Total I Right I Tfva I Leff I Peds App. Total I Right Th. Left I Peds I App. Total I Right I Tttn, I Left Peds App. Total I Int. Total 07:07:1 5 1 1 11 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 BREAK " ' 07A51 0 0 0 1 1 1 0 0 0 0 0- 0 0 0 0 0 1 0 0 0 0 0 1 1 Total 1 0 0 0 2 21 0 0 0 4 4 0 0 0 0 01 0 0 0 0 0 1 6 BREAK — 08'301 0 0 0 2 2I 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4 BREAK•« Total ! 0 0 0 3 31 0 0 0 2 2 0 0 0 0---O—F— 0 0 0 0 0 5 Grand Total 00 0 5 5 0 0 0 6 6 0 0 0 0 0 0 0 0 0 O I 17 Approh % 0 0 0 100 0 0 0 100 0 0 0 0 I 0 0 0 0 Total % 0 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 tCI Intersection I N Miami Av&N 46 St TOD Schedule Report for 2064: N Miami Av&N 46 St TOD Schedule OR Mode Plan # DOW -3 N/A Submitted into the public record for item(s) PZ,5 on 10,/24,/2019 , City Clerk fysk Offset 0 0 n Page 1 of 2 Last In Service Date: unknown Permitted Phases 12345678 Default -2-4-6-8 External Permit 0 ------- External Permit 1 ----- External Permit 2 --- Splits i PH 2 PHI PHA PH 5 PH 6 PHI PH g SBT - WBT - NBT - EBT 0 0 0 0 0 0 0 1 t Phase Bank: Phase Bank 1 g Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 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 I 0 - 0 - 0 1 0 - 0- 0 0- 0 0 0 0 .BT 17 _ 7 _ 7 10- 10 - 101 7 - 7 - 7 11 1 - 1 140 - 27 - 20 1 0 - 0 - 0 1 4.4 2 0- 0- 0 0- 0- 0 1 0- 0- 0 0- 0 - O I 0- 0- 0 1 0 - 0- 0 1 0 1 0 BT I7 - 7- 7116-16-161 7- 7 - 7 2.5 -2.5-2.5 10-23-20115-13-101 4 1 2.3 Page 1 of 2 Last In Service Date: unknown Permitted Phases 12345678 Default -2-4-6-8 External Permit 0 ------- External Permit 1 ----- External Permit 2 --- I )ate: TOD OUTPUTS P1.221/2018 PERMIT uurrent PERMIT Schedule Plan 1500 3 1900 5 MCIIII'VIC 92 AM 9 12 13 14 19 20 21 22 I ent Time of Day Function Function TOD OUTPUTS PERMIT PERMIT PERMIT PERMIT 2 TOD Schedule Report for 2064: N Miami Av&N 46 St Submitted into the public record for item(s) PZ.s on 10/24/2019 , City Clerk <z. Settings Dav of Week --- SuM T W ThF S -- MTWThF -----2- M T W ThF ---- M T W ThF ----3-- M T W ThF No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 PERMIT 0600 PERMIT 1000 PERMIT 1500 PERMIT 1900 PERMIT MCIIII'VIC 92 AM PERMIT `17/p/P��IYrIR(f� Green Time 1 2 3 4 5 6 7 S Local TOD S m,�• 0:2; �•i cycle SBT - WBT - NBT EBT Rlna Offset set Time PZ_�gg 80 0 42 0 26 0 42 0 26 0 8 0000 031��T F S 120 0 76 0 32 0 76 0 32 0 78 0600 19 • S 130 0 86 0 32 0 86 0 32 0 66 0600 3 W Th F 75 0 43 0 20 0 43 0 20 0 40 1000 5 M T W Th F 110 0 69 0 29 0 69 0 29 0 52 1000 20 Su S 90 0 53 0 25 0 53 0 25 0 2 1200 9 M T W Th F 90 0 53 0 25 0 53 0 25 0 32 1300 21 Su S 110 0 66 0 32 0 66 0 32 0 34 1500 12 M T W Th F ' 1800 22 Su S 120 0 69 0 39 0 69 0 39 0 36 1900 13 M T W Th F S 100 0 62 0 26 0 62 0 26 0 24 2200 14 M T W Th F 2200 Free Su S Settings Dav of Week --- SuM T W ThF S -- MTWThF -----2- M T W ThF ---- M T W ThF ----3-- M T W ThF No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 PERMIT 0600 PERMIT 1000 PERMIT 1500 PERMIT 1900 PERMIT 1900 PERMIT Page 2 of 2 Settinas * Day of Week ------ SuM T W ThF S ----2- Su S ------- M T W ThF ---2- M T W ThF --- MTWThF ----3-- M T W ThF ----3— Su S * 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 NQS N31AP-li A RECALL- -P44 ECAL.1_ ,P44 9 's=lashing Opp �tn FANCii h�ec <e Blank12 io r s't, I asm o. A i' 'IW 6 Date Place n ervice p .. 1 ber... By 5 0nfo4- sset um i Submitted into the public 0,00, rrzrnrrlf.,.-;4,m(s) PZ.S •` c.. 2019 City Clerk netu:IgavnTrsuzL HUY.:�mela cxGyd Y.r! 0 ] VW Historical Traffic Counts, Pe ` k Seaso and Conversion Factors Submitted into the public record for item(s) pZ,S 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 PZ -18-299 09/25/19 Traffic Trends - V2.0 NE/SE 2ND AVE —100 FT SOUTH OG NE 51 ST PIN# 0 Location I 1 35000 —Observed Count 30000 — —Fitted Curve T A 25000 m 2 t d 20000 v i m t' 15000 T O o� 10000 - �a a`r Q 5000 0- 2013 2018 2023 2028 2033 2038 Year County: Station #: Highway: *' Annual Trend Increase: 780 Trend R -squared: 75.37% Trend Annual Historic Growth Rate: 8.91% Trend Growth Rate (2017 to Design Year): 6.78% Printed: 31 -Jul -18 Submitted into the public record for item(s) pz.s on 10/24/2019 . City Clerk Year 2013 2014 2015 2016 2017 2017 M 2018 2019 7006 w+6am NESE 2ND A Traffic (ADNTren Count* 9400 8700 9000 9500 9300 10300 11600 11000 12000 11800 N/A 1 11800 'Axle -Adjusted 2.17 PEAK SEASON FACTOR CATEGORY ::A PEGORY : 8700 MIAMI-DADE NORTH REPORT - REPORT TYPE: ALL • ' Via: MOCF: 0.96 - '.:KDATES SF PSCF iVOTICE 01/01/2017 - 01/07/2017 1.07 1.11„ 01/08/2017 - 01/14/2017 1.04 1.08 01/15/2017 - 01/21/2017 1.01 1.05 PZ�$'299 01/22/2017 - 01/28/2017 1.00 1.04 01/29/2017 - 02/04/2017 0.99 1.03 03/25/19 0 02/05/2017 - 02/11/2017 0.98 1.02 • 02/12/2017 - 02/18/2017 0.97 1.01 * 02/19/2017 - 02/25/2017 0.97 1.01 * 02/26/2017 - 03/04/2017 0.96 1.00 Submitted into the public *1i 03/05/2017 - 03/11/2017 0.95 0.99 *1 . 03/12/2017 - 03/18/2017 0.95 0.99 record for item(s) PZ.5 *1•'_ 03/19/2017 - 03/25/2017 0.95 0.99 on 10/24/2019 City Clerk *13 03/26/2017 - 04/01/2017 0.96 1.00 x1= 04/02/2017 - 04/08/2017 0.96 1.00 *1`., 04/09/2017 - 04/15/2017 0.97 1.01 *1:• 04/16/2017 - 04/22/2017 0.97 1.01 *1. 04/23/2017 - 04/29/2017 0.97 1.01 *13- 04/30/2017 - 05/06/2017 0.97 1.01 *l: 05/07/2017 - 05/13/2017 0.97 1.01 *2:1 05/14/2017 - 05/20/2017 0.97 1.01 2. 05/21/2017 - 05/27/2017 0.98 1.02 2 05/28/2017 - 06/03/2017 0.98 1.02 2:• 06/04/2017 - 06/10/2017 0.99 1.03 2i 06/11/2017 - 06/17/2017 0.99 1.03 2'.1 06/18/2017 - 06/24/2017 1.00 1.04 2: 06/25/2017 - 07/01/2017 1.00 1.04 2% 07/02/2017 - 07/08/2017 1.01 1.05 2: 07/09/2017 - 07/15/2017 1.01 1.05 2: 07/16/2017 - 07/22/2017 1.01 1.05 3, 07/23/2017 - 07/29/2017 1.01 1.05 3i. 07/30/2017 - 08/05/2017 1.00 1.04 3 08/06/2017 - 08/12/2017 1.00 1.04 08/13/2017 - 08/19/2017 1.00 1.04 s= 08/20/2017 - 08/26/2017 1.04 1.08 iii 08/27/2017 - 09/02/2017 1.07 1.11 3:. 09/03/2017 - 09/09/2017 1.11 1.16 37 09/10/2017 - 09/16/2017 1.14 1.19 33 09/17/2017 - 09/23/2017 1.12 1.17 34 09/24/2017 - 09/30/2017 1.10 1.15 4? 10/01/2017 - 10/07/2017 1.08 1.13 4. 10/08/2017 - 10/14/2017 1.06 1.10 4' 10/15/2017 - 10/21/2017 1.04 1.08 43 10/22/2017 - 10/28/2017 1.05 1.09 4i 10/29/2017 - 11/04/2017 1.06 1.10 4'., 11/05/2017 - 11/11/2017 1.07 1.11 4 11/12/2017 - 11/18/2017 1.07 1.11 41 11/19/2017 - 11/25/2017 1.07 1.11 4s 11/26/2017 - 12/02/2017 1.07 1.11 4a 12/03/2017 - 12/09/2017 1.07 1.11 5i 12/10/2017 - 12/16/2017 1.07 1.11 5. 12/17/2017 - 12/23/2017 1.05 1.09 5= 12/24/2017 - 12/30/2017 1.03 1.07 53 12/31/2017 - 12/31/2017 1.01 1.05 * :'EAK SEASON 02-MAR-2018 15:35:06 830UPD 6 8700 PKSEASON.TXT Projected Turning Movement Volum Submitted into the public record for item(s) pZ,5 on 10/24/2019 , City Clerk Traf Tech ENGINEERING, INC. FUTURE TURNING MOVEMENT VOLUME ANALYSIS NOTICE N. Miami Avenue and NW 46 Street AM Peak Hour PZ -18-299 / N. Miami Avenue N. Miami Avenue NW 46 Street N Northbound I Southbound Eastbound West Description Left Through Right Left Through Right Left Through R;ght Left Through R;ght 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 11 28 '310 19 I 15 1,194 24 1 34 17 0 1 19 3 3 Traf Tech ENGINEERING, INC. Description Existing Traffic (7/24/2018) Season Adjustment Factor 2018 Peak Season Traffic Annual Growth Rate 2019 Background Traffic School 2019 Total Traffic Submitted into the public record for item(s) pz.5 on_ 10124/2019, City Clerk Traf Tech ENGINEERING, INC. FUTURE TURNING MOVEMENT VOLUME ANALYSIS NOTICE N. Miami Avenue and NW 42 Street (N) AM Peak Hour N. Miami Avenue N. Miami Avenue NW 42 Street Nwe't II Northbound Southbound I Eastbound I Left Through Right Left Through Right Left Through Right Left Through Right 4 310 0 0 1,133 4 0 0 11 0 0 0 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1 4 326 0 0 1,190 4 0 0 12 0 0 0 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 4 348 0 0 1,270 4 0 0 12 0 0 0 55 66 54 45 59 348 0 1 0 1,270 is 1 54 0 57 1 0 0 0 Traf Tech ENGINEERING, INC. Description Existing Traffic (7/24/2018) Season Adjustment Factor 2018 Peak Season Traffic Annual Growth Rate 2019 Background Traffic School 2019 Total Traffic it FUTURE TURNING MOVEMENT VOLUME ANALYSIS N. Miami Avenue and NW 42 Street (S) AM Peak Hour Submitted into the public record for item(s) pZ,5 on 10/24/2019 , City Clerk N. Miami Avenue N. Miami Avenue NW 42 Street NWW41 Northbound Southbound Eastbound Westb Left Through Right Left Through Right Left Through Right Left Through Right 314 0 0 1,137 0 0 0 0 0 0 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 0 330 0 0 1,194 0 0 0 0 0 0 0 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 6.78% 0 352 0 0 1,275 0 0 0 0 0 0 0 39 13 32 16 0 391 0 1 11 1,307 0 1 0 II 0 6 16 Traf Tech ENGINEERING, INC. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Traf Tech ENGINEERING, INC. FUTURE TURNING MOVEMENT VOLUME ANALYSIS NOTICE (N: NW 42nd Street and Project Driveway AM Peak Hour �PZ-18-299A Driveway NW 42 Street Northbound Southbound Eastbound West Description Left Through Right Left Through Right Left Through Riqht Left 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 I 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 1 0 0 0 j 0 '13 21 121 9 0 Traf Tech ENGINEERING, INC. Submitted into the public record for items) PZ -5 on 10/24/2019 , City Clerk W W gjgt*--'- Intersection Capacity Analyses Submitted into the public record for item(s) PZ.5 on 10/24/2019 City Clerk • �. • -;;a HCM 2010 Signalized Intersection Summary;a•' 101: N. Miami Avenue & NW 46 Street ' NO= Karr :I roue IT -295 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB Lane Configurations 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 11 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 BackOfQ(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 jr 1215 Approach Delay, s/veh 36.4 33.8 3.0 4.8 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 67.2 13.8 67.2 13.8 Change Period (Y+Rc), s 6.4 * 6.3 6.4 z 6.3 Max Green Setting (Gmax), s 42.0 26 42.0 * 26 Max Q Clear Time (g_c+ll), s 12.0 2.7 12.9 6.4 Green Ext Time (p -c), s 2.5 0.0 0.6 0.3 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A Notes Existing AM Peak Hour Synchro 10 Light Report A Analysis Period (min)15 Splits and Phases: 101: N. Miami Avenue & NW 46 Street Existing AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.S on 10/24/2019 City Clerk Timings •� 101: N. Miami Avenue & NW 46 Street �adtimamn..: xa<oor. z�� naemsgtarmmr mc�n+�a Lane Group EBL EBT WBL WBT NBL NBT SBL _ SBT cmriamiorararme Lane Configurations 4 4 +T.,+T*03/25 19 Traffic Volume (vph) 32 16 9 3 13 270 14 1082 _ 4 Future Volume (vph) 32 16 9 3 13 270 14 1082 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 24.4 24.4 24.4 24.4 Total Split (s) 32.3 32.3 32.3 32.3 48.4 48.4 48.4 48.4 Total Split (%) 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C -Min C -Min C -Min C -Min Act Effct Green (s) 8.6 8.6 63.4 63.4 63.4 63.4__ ,. Actuated g/C Ratio 0.11 0.11 0.79 0.79 0.79 0.79 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 0.0s Total Delay 29.0 28.9 3.9 3.1 3.4 4.5 LOS C C A A A A` Approach Delay 29.0 28.9 3.1 4.5 Approach LOS C C A A Intersection Summary 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: 0.46 Intersection Signal Delay: 5.8 Intersection LOS: A Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min)15 Splits and Phases: 101: N. Miami Avenue & NW 46 Street Existing 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 cw��anniaa..�a� T.m:v vera xa zae r.mne.rta �s+vnn�+n ... �mreunaoraar�aU Lane Group EBT WBT ,NBL NBT SBL SBT Lane Group Flow (vph) 90 16 14 306 15 1200 NQ403/25!19 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 We Ratio 0.17 0.03 0.04 0.11 0.02 0.43 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 HCM Unsignalized Intersection Capacity Analysis 102: NW 42 Street & N. Miami Avenue Existing AM Peak Hour Synchro 10 Light Report atraaa.caa:varsum w�zaadvimagdwa+ cmaart; mwmxi�ytaw�oaaemaawmremn exrma fit��ax a.Mr neaay.c mdremera a a h01 aeMovement EBL EBR NBL NBT SBT SBR 9 Lane Configurations l 5/19 _ VO Traffic Volume (veh/h) 0 12 4 326 1190 4 • 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 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 Submitted into the public record for item(s) Pz.S on 10/24/2019 , City Clerk 4 HCM Unsignalized Intersection Capacity Analysis 103: N.Miami Avenue & NE 42 Street Existing AM Peak Hour Synchro 10 Light Report cma«r, n+ia.�xn� pOklrtnq hrmmmWtr4� W ari CaA. 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NBR SBL SBT �mr�moruarsrda Lane Configurations +� 03125/19 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 (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 N61 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 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 • fa 'Q 4\ t /lp Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 'J~�Y' Lane Configurations 4+ tt 'r> t1'' 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 Flow (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 Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 67.2 13.8 67.2 13.8 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+ll), s 13.1 2.7 14.1 6.6 Green Ext Time (p -c), s 2.7 0.0 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 Submitted into the public record for item(s) PZ.5 •' on 10/24/2019, City Clerk • a ' Timings • 101: N. Miami Avenue & NW 46 Street co�� a ran mk«w,x.s aui ca 7ccm _*Pk amwnm �ac,.mq Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 +'+ 'i 0 03/25/19 Traffic Volume (vph) 34 17 10 3 13 288 15 1155 Future Volume (vph) 34 17 10 3 13 288 15 1155 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 24.4 24.4 24.4 24.4 Total Split (s) 32.3 32.3 32.3 32.3 48.4 48.4 48.4 48.4 Total Split (%) 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C -Min C -Min C -Min C -Min Act Effct Green (s) 8.7 8.7 63.2 63.2 63.2 63.2 Actuated g/C Ratio 0.11 0.11 0.78 0.78 0.78 0.78 v/c Ratio 0.48 0.10 0.05 0.12 0.02 0.46 Control Delay 29.1 28.8 4.1 3.1 3.5 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.1 28.8 4.1 3.1 3.5 4.8 LOS C C A A A A Approach Delay 29.1 28.8 3.2 4.8 Approach LOS C C A A Intersection Summary 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 LOS: A Intersection Capacity Utilization 50.4% ICU Level of Service A Analysis Period (min)15 Snlitc and Phases- 101: N. Miami Avenue & NW 46 Street Background AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 •� on 10/2412019 City Clerk • • a ' Queues `< 101: N. Miami Avenue & NW 46 Street cawrs�avnroewkr.nP� _ caaa,aymx.mn�ytm..anum T 'tne.i so�.rm�w�m.na '.INf.�Ii hPtl[h.M ROprtntltlilY Olifl.lk Lane Group EBT WBT NBL NBT SBL SBT ! Lane Group Flow (vph) 95 17 14 326 16 1281 03/25/19 v/c Ratio 0.48 0.10 0.05 0.12 0.02 0.46 • Control Delay 29.1 28.8 4.1 3.1 3.5 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.1 28.8 4.1 3.1 3.5 4.8 Queue Length 50th (ft) 27 7 2 18 2 106 Queue Length 95th (ft) 68 24 8 36 7 180 Internal Link Dist (ft) 480 595 920 194 Turn Bay Length (ft) 100 100 Base Capacity (vph) 516 485 286 2756 808 2766 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 0.18 0.04 0.05 0.12 0.02 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 :ment EBL EBR NBL NBT SBT SBR ainT�r�E Lane Configurations + �y 03/25/1f 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 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% ICU Level of Service A Analysis Period (min) 15 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 ca,,.cn. m: �rxa�wown� \v��snacr.mroownm e-.ro:wi Wa.i CN. Tw.p,bcd.tl.ctbn�krgbnl Movement WBL WBR NBT NBR SBL SBT Lane Configurations ` 'WIPA03125/19 _ 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 (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 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 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 Background AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Timings 101: N. Miami Avenue & NW 46 Street Analysis Period (min) 15 Splits and Phases: 101: N. Miami Avenue & NW 46 Street Future AM Peak Hour Synchro 10 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4> 4� -1 1'[� '9 1 -I Traffic Volume (vph) 34 17 19 3 28 320 15 1194 Future Volume (vph) 34 17 19 3 28 320 15 1194 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 24.4 24.4 24.4 24.4 Total Split (s) 32.3 32.3 32.3 32.3 48.4 48.4 48.4 48.4 Total Split (%) 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C -Min C -Min C -Min C -Min Act Effct Green (s) 9.5 9.5 62.4 62.4 62.4 62.4 Actuated g/C Ratio 0.12 0.12 0.77 0.77 0.77 0.77 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 LOS C C A A A A Approach Delay 32.0 30.4 3.6 5.4 Approach LOS C C A A Intersection Summary 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 LOS: A Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101: N. Miami Avenue & NW 46 Street Future AM Peak Hour Synchro 10 Light Report 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 ' cont,amn�wtr Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 115 27 30 369 16 1324 �25�9g 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 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 -,o 101: N. Miami Avenue & NW 46 Street Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL. 6.4 * 6.3 Lane Configurations * 6.3 4> 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 Traffic Volume (veh/h) 34 17 55 19 3 3 28 320 19 15 1194 HCM 2010 Ctrl Delay 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 Sat Flow, 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 Intersection Summaf-� HCM 2010 Ctrl Delay 7.6 HCM 2010 LOS A (Votes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Future AM Peak Hour Synchro 10 Light Report 0 Submitted into the public record for item(s) PZ.S •� on 10/24/2019 , City Clerk ' HCM Unsignalized Intersection Capacity Analysis 102: NW 42 Street & N. Miami Avenue Movement EBL EBR NBL NBT SBT SBR Lane Configurations ryl 141. °H Traffic Volume (veh/h) 54 57 59 348 1270 70 Future Volume (Veh/h) 54 57 59 348 1270 70 Sign Control Stop vC, conflicting volume 1816 Free Free Grade 0% 1484 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 61 65 67 395 1443 80 Pedestrians 1 5 5.8 Lane Width (ft) 12.0 tF (s) 12.0 3.3 2.2 Walking Speed (ft/s) 3.5 p0 queue free % 69 3.5 86 Percent Blockage 0 0 Right turn flare (veh) ceao.on,n+r,.,xiaW;�..o�mm» awwarora `��n:mmm9wn w,�raw�nw n,a cea..r�. av�.e.r�m�„c��emi.am+w .eronxvarae5a«m a` -k -,2-.99 i 03/25/19 ; i 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 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.S on 10/24/2019 , City Clerk HCM Unsignalized Intersection Capacity Analysis 103: N.Miami Avenue & NE 42 Street 4�' t t b Movement WBL WBR NBT NBR SBL SBT 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) Median type 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) p0 queue free % cM capacity (veh/h) Direction, Lane# 0 16 391 0 13 1307 0 16 391 0 13 1307 Stop 6.9 Free 5.8 0 Free 0% 3.3 0% 100 98 0% 0.88 0.88 0.88 0.88 0.88 0.88 0 18 444 0 15 1485 Control Delay (s) 9.7 5 0.0 0.4 0.0 Lane LOS A 12.0 A Approach Delay (s) 9.7 3.5 0.1 Approach LOS A 0 TWLTL TWLTL 2 2 1148 1222 222 444 444 510 990 778 0 0 925 222 444 6.8 6.9 4.1 5.8 0 0 3.5 3.3 2.2 100 98 99 445 782 1112 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 Analysis Period (min) 15 N SCE Future AM Peak Hour Synchro 10 Light Report Submitted into the public record for item(s) PZ.S- on 10/24/2019 , City Clerk s HCM Unsignalized Intersection Capacity Analysis 201: Driveway & NW 42 Street XQ=E Movement EBT EBR WBL WBT NBL NBR Lane Configurations a> 4`' \\03/2519 Traffic Volume (veh/h) 12 21 121 9 17 99 ' Future Volume (Veh/h) 12 21 121 9 17 99 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 13 23 132 10 18 108 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 36 298 24 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 36 298 24 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 92 97 90 cM capacity (veh/h) 1575 635 1052 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 36 142 126 Volume Left 0 132 18 Volume Right 23 0 108 cSH 1700 1575 962 Volume to Capacity 0.02 0.08 0.13 Queue Length 95th (ft) 0 7 11 Control Delay (s) 0.0 7.0 9.3 Lane LOS A A Approach Delay (s) 0.0 7.0 9.3 Approach LOS A , Intersection Summary _ ....19-9W. LMT0011,11111-11,RIF MR._. Average Delay 7.1 mom_ Intersection Capacity Utilization 27.6% ICU Level of Service A 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 APPENDIX F Traffic Counts at Surrogate School Located at 600 SW 1St Avenue (Existing KLA with 200 Students) Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk 169 in / 69 out I 33 in 14 out Note: 102 ins with 200 students = 0.51 trips/student & 83 out with 200 students = 0.42 trips/student I !NOTICE nYMUnIPOA<W6 VpA INTI2:uKla YfPO(Id gxrl ccaeaM nbwm�w�a�xa�ewmx xiw;�aa aceivxmnacc«m mmwB,n�«r�uaaya Mad[ TMmobud<<lectJonmikrOml aaa iehw V<P>e��appficrims hPalclrxag+n: ie�EereMre arrmtlafor aehdEm:m ,PZ -18:5 9 i 03/25/19 -4A NAIV Traffic Met] Submitted into the public .' record for item(s) PZ.5 4 10/24/2019 City Clerk. on nf*ya�aw:dss�.wv z�acca�xo� -. CaG,aj R:arM xi�wY rcalGa�clsliMba au:r n�i�mrhrwxxs��wcria. pmu;ja :rnPacrrrM.re rrm �carmYmaa:aarraa�rm i s _ NAIV Traffic Met] Submitted into the public record for item(s) PZ.5 Traf Tech on 10/24/2019 , City Clerk ENGINEERING, INC. MEMORANDUM To: Miami -Dade County Traffic Engineering Division From: Joaquin Vargas, P.E. Date: July 31, 2018 Subject: Centre Academy (Proposed with up to 220 students) Traffic Study Methodology NOTICE vw+�m yea naxm uw wn z mvw e+e w a u rn caae wa n n w� au�w, w a x ww�a a z vcE rer m n +cwaKe wn ana,c,n iwh n uR cn a .Km Uae memae+u<dKeiw�,�mna,.aw.� reowmieaac»mr.eepdcnm:g.c 2,x,eawa , � m�www�daww�mvaam �\ Z-18-299 03/25!19 /�A3 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 461h 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 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk TMI Tech ENGINEERING, INC. • Intersection analyses will be conducted using the SYNCHRO software conditions, future conditions without the project, and future conditions with project in place. The level of service and turn lane requirements will be docu traffic study. Adjustments to the signal timing, if any, will be clearly docui traffic study. i X. NOTICE • 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. 2 _299 5/19 Submitted into the public record for item(s) PZ.5 on 10/24/2019 City Clerk NW 42 STREET . - Oul-11. Uj-I a z LU 4136 NORTH MIAMIAVEMTE �l/ fes, � uwunuuo�,nn 3g, z I. M/L Sns PLAN I (Q.nn.. m WE USE DATA SHE PLAN N07ES w,..� .....,.., .moo L.. s .".vY"' �" 4....-.� >....m ........e ... .�...�� ..m m.o .. ,. �.......,,. ... .m ma.... �...� .,. AO.01 Vehicle Accumulation 0 Submitted into the public record for item(s) PZ.5 ON SITE on 10/24/2019 , City Clerk .r TIME IN OUT TRAFFIC QUEUE QUEUE KMF Traffic Group, LLC ' NOTICE Location counted 9/3/2015,w,zwn«aNm CetlewM Tktamp;ykabivJ �abae M.tlb1Na wecw.unRmmce.w rr��mh nuc ura Vehicles Queued 2:30 PM 34 wa,+tclney mkh tvae vvbwVNrt.nc Ce pvm t t picelai e h pcf c I V Yg a mkr dMr� rtcwrtnatlfor wandAoam at Vehicles Parked at 2:30 PM 30 PZ -1$-299 `� 03/25/19 1A Total Vehicles On Site at 2:30 PM 64 ,�—Jd' Heritage School Miami, FL START ON SITE INTERNAL EXTERNAL TIME IN OUT TRAFFIC QUEUE 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 Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk Heritage School Miami, FL START ON SITE INTERNAL EXTERNAL TIME IN OUT TRAFFIC QUEUE 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 NOTICE a.rpev.,n mnwwrrtmr�+�+M mrer. imrw iaia,.avcr wn z: a�aa re av a a rn caeap.nnwmaau�a�wnwo: �a�na pitthve�ph+[cadr¢MN Fdreullad hUe cna wMcm, me+oorc+aeaxo-on,atmeoaiwa�n. naam�+coe�m..,,eo,.*nvanac mee.am. � mmra,wraarroamsm L, 01 &299 \ 03/25119 %R�►� Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Heritage School Miami, FL START ON SITE INTERNAL EXTERNAL TIME IN OUT TRAFFIC QUEUE 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 NOTICE w1 reca.-+muer wnamarnaeaara GA.ab.nbpmreWlodwewnrelmx Wedblba pCthrteghxm�me.M YMm rUaA tithe ara }1arGCe llegpk+tleEeeb�omm4mdQlrlmM Mepameppio4 chpdc MM1gacieMnNwa rtsunenml�aahtl g \ ,Z-1&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 ON SITE INTERNAL EXTERNAL TIME IN OUT TRAFFIC QUEUE 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 E v, NOTICE rmpxmamr�s�.wr� aaa*+�+mmrr nmw wasxo vee tgan E: aaa n Ory a MYa caeaEwnka.anE�ak+;.�wa�c: ww�Eiaa arxrorm�rcaaaewa rina�ararnEecna MuahOe ThegEE�ilaEaWamE�.SmElhimkx tl'eq.nlypEjlmthpdchaYgan mtlatlNaa � �avarcMMa aoha Eakin kPZ-118. 299 03/25/19 KMF Traffic Group, LLL' Location counted 9/3/2015 Vehicles Parked at 2:30 PM 38 Office and Faculty Parking Heritage School Miami, FL NOTICE a,�rcrdnn ma�awKran� �+.o'mmn �MINnIN1e'vUUW WTli:ildtlt'4Q/ddYlll nar.�m�aua.a�sewim.,em�nr-n �u.rna PZ -18-299 j 03/25/19 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ON SITE START TIME IN OUT 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 NOTICE a,�rcrdnn ma�awKran� �+.o'mmn �MINnIN1e'vUUW WTli:ildtlt'4Q/ddYlll nar.�m�aua.a�sewim.,em�nr-n �u.rna PZ -18-299 j 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 „mow to.`0 OTICE 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 NOTICE RYYTue WY�C1M6411bf wnzmude�eaadarn CaOe.wy.TkpamaspblmW tuba' WMblba artnxtcn:�md<w�"e�e riwrh n u. rna .Natl CWe MpkaEk ORhlon�nkrgtrRl W 2.iw r. wa+tavpc�a: PZ -0- j 3/25/1918299 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ON SITE START TIME IN OUT 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 NOTICE RYYTue WY�C1M6411bf wnzmude�eaadarn CaOe.wy.TkpamaspblmW tuba' WMblba artnxtcn:�md<w�"e�e riwrh n u. rna .Natl CWe MpkaEk ORhlon�nkrgtrRl W 2.iw r. wa+tavpc�a: PZ -0- j 3/25/1918299 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Heritage School Miami, FL NOTICE rmpeur�n mxoa�wltlraeslm'^a� tnnrm �rn+rm �e�aenuug w.� iwa nova aa�+ Cotle ab.ah,e�ri�iykblaivJ�oxtOulJW laa ^.r. hm ry F i[mtlYR MN i'M�c �n brl� h Ne Uy d .Neritat Mmtf+a<tlecbbnmkr40af/rlrt�kw ?cpemteppiZcflm0ahpdChaYg�c rt+tive rttartnoNriar aandAahm P-1 &29 ' � 3!251199 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ON SITE START TIME IN OUT TRAFFIC 03:41 PM 1 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 NOTICE rmpeur�n mxoa�wltlraeslm'^a� tnnrm �rn+rm �e�aenuug w.� iwa nova aa�+ Cotle ab.ah,e�ri�iykblaivJ�oxtOulJW laa ^.r. hm ry F i[mtlYR MN i'M�c �n brl� h Ne Uy d .Neritat Mmtf+a<tlecbbnmkr40af/rlrt�kw ?cpemteppiZcflm0ahpdChaYg�c rt+tive rttartnoNriar aandAahm P-1 &29 ' � 3!251199 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.S on 10/24/2019 City Clerk NOTICE r;"w;%.. ,.•caaaeiona,nnmb.:�xM.we«I«,a,«e f 1 �_ �, '. 'Wc1inY9 hcmnD«aWNi•tl.w MloM hNe Q'a .. � - � Wan CdaT•M�(.icabMtlYtYYaIIKkN�1/Nilw{w ` PLANING DEPARTMENT_..��a�a 1 1 OF PZ-18-299 / f ,`' Li!'/11�;)•!; --CHILDCARE CHECKLIST 03/25/19 1- \ Vrl 'rS entner Acad my COMMISSION DISTRICT: NAME: APPLICANT: Perpetual Love 4128 L4C & Perpetual Love 4136 LLC PHONE: 786-282-9899 =• : EMAIL: FOLIO(S): 01-3124-020-1040 & 01-3124-020-1020 SITE/SCHOOL AbDRESS: 4136 N Miami Avenue & 20 NW 42 Street ZONED: T3-L & T4-L Illu REQUEST: Exceptign to permit a pre-school and elementary school 1. Is this an expansion of an existing school i] Yes N 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 acres 3. Number of children or students requested: 195 Ages: 2 to 6 4. Number of teachers: 12 Number of administrative & clerical personnel: 1 5. Number of Classrooms: 12 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(]) 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 NOTICE n.r�arrowmaesw.r Kon yrrnwOryd Kati waa.«� rr,:,.mnyykaia,+,sawam z:amxewa vacncwyna<�ma-.wne„a„e:wi hn�a cna KianCoOa r,a r�aa aac:�mY a3 eof, n A.xv w yvrra gtxmn a av ad c rowv y aic miav ata a cmmannraarroa�sm 13. Days and hours of operation: Monday thru Friday 6:30 am to 6:30pm _18.299 03/25/19 14. Does the subject facility share the site with other facilities? Yes X N a yes, the space which will be used solely for the school facility during the hours of operation must be indicated on the plans, pursuant to Section 33-151.16) of the Miami -Dade County Code. 15. If the school will include residential uses, do such uses meet the standards provided in Section 33-151.17? ❑ Yes ® No (If yes, describe the residential uses and indicate same on plans). PHYSICAL STANDARDS: OUTDOOR RECREATION SPACE AND CLASSROOM SPACE MUST BE CALCULATED IN TERMS OF THE MAXIMUM NUMBER OF CHILDREN ATTENDANCE AT ANY TIME. The following information will determine the maximum number of children permitted at the facility. WHEN GRADE LEVELS OVERLAP, THE MORE RESTRICTIVE SHALL BE USED. CLASSROOM SPACE: Calculated by grade levels. a. Day Nursery/Kindergarten, preschool and after-school care 35 sq. ft. x 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) = sq. ft. of recreation space required. 300 sq. ft. x (next 300 children) = sq. ft. of recreation space required. 150 sq. ft. x (remaining children) = 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 .• NOTICE nYi.<mrepiarwhvW Hc<I Larcfw tc Oryd Ha<i CoOaaai Ri: xM1>Ws�r v.#rcalm %idWllNbra Pam b=9 Ma:wrtvrswm W rc:wtlsA fNe Clytl LANDSCAPING: See Section 33-151""" (g) of the Miami -Dade County Code and Article 9 of Miami PZ -18-299 a. 28 trees minimum are required per net acre. Trees required: 6 Trees provided: 03/25/19 k • 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 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 1on.Orue a miamidade.gov. *Traffic studies are required for sites that generate 100 trips or more. Traffic studies sholl be reviewed and approved by the City and County prior to the issuance of any entitlements. 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 W( -Ch at Miami, Florida, v Signature WIT '1 U�Irr�r �to STATE OF FLORIDA COUNTY OF MIAMI-DADE I hereby certify that on this day of I v ICIW b) , 261 ej before me �-_�personally appeared , 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. Z:;SSION EXPIRES: .'."My:�'r';y`.; ISABEL DEL BUSTO Child Care Check List Notary Public - State of Florida page 3 of 3 e� r Commission # GG 7 72791 My Comm. Expires Feb 5, 2022 :.: Wi4ed through National Notary Assn, _ Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk GreenspoonMardlerLLP 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' 600 Brickell N Direct P Direc Email: v Re: Exception to Permit an Emergent Pre -School and Kindergarten Proaerty 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 '/z 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 "74-L" (General Urban Transect) zoning district. The adjoining site located at 20 NW 42 Street is designated Duplex Residential and is located with the "73-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". Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk GreenspoonMarderLLP William 600 Brickel Direct Din Email: 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 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk GreenspoonMarderLLP William W. It' 600 Brickell Ave Miami, Direct Phone: Direct Fax: Email: w.riley YS Jr., PJMTICE 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, T5-0, 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 Buildina 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 Proaram"). Apart from improvements to the interior and rooftop components, the building (including driveways and access points) will remain unchanged by the proposed conversion. Submitted into the public record for item(s) PZ.5 on 10/24/2019 City Clerk Greenspoon MarderLLP William 600 Bricke Direct Din Email; 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 Proaram. 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. Comaliance with Article 4, Table 3 of the Miami 21 Code: Article XA. Section 33- 151 of the Miami -Dade Countv Code of Ordinances and Oaerational 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. 4 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Greenspoon MarderLLP William 600 Brickell IN Direct F Dire Email: 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 Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk Greenspoon MarderLLP William 600 Brickell N Direct P. Direc Email: v 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 6,2274: 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 11 Submitted into the public record for item(s) PZ.5 on 10/24/2019 City Clerk Greenspoon MarderLLP William 1 600 Brickell M Direct PI Direc Email: v 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 '/i 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. Staezered 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 Traffic 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 Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk Greenspoon MarderLL. Williarr 600 Brickel I Direct Dire Email: 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: ,v/ Wil ' m W. Riley, Jr., Esq., a Partner Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk GreenspoonMarder. STATE OF FLORIDA COUNTY OF MIAMI-DADE Williarr 600 Brickel I Direct Dire Email: I hereby certify on this day of W, t h , 2V / C; before me personally appeared utr,' rU ,l -t) , to me known to be the person described in and who executed the foregoing instrument and hef she acknowledged to me the execution thereof to be his/her free act for the uses and purpose therein mentioned. Y COMMISSION EXPIRES: !SABEL DEL GUSTO Notary Public — Stale of Florida Commission N GG 172797 :Nq , My Comm. Expires Feb 5, 2022 8onded through Naliw" NularyAw 9 i i -Dade Official Records - Print Document Submitted into the public record for item(s) PZ.5 CFN: 2016041 on 10/24/2019 , City Clerk EXHIBIT "A" LEGAL DESCRIPTION 31053 . a ein �ix.v iitsei x.e ii,nan..en cma«n m:a.rMan�.arcmmzw�,miar. r„ paciravv„ax«aad o -d larnuw Cqa wi,: tma i,pn"w. axue.�mms,.,n.i.ww MYirt;jO[ibni.l.,�tl[ fo.y irc ie'Nv dmera \QilldiMiQl� 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 less 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 50 feet of Lots 23 and 24, less the East 10 feet of the South So feet of said Lot 24, in Block S, of AMENDED 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 Parcel Identification Number: 01-3124-020-1020 & 01-3124-020-1030 : /www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry3NOaPlxlkv... 3/8/2019 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Greenspoon MarderLLP March 8, 2019 VIA ePLAN Mr. Francisco J. Garcia, Director Miami Riverside Center City of Miami Planning Department 444 SW 2 Avenue, 3`d Floor Miami, Florida 33130 William W. 600 Brickell Avf Mian Direct Phor Direct R Email: w.ril Re: Exception to Permit an Emergent Pre -School and Kindergarten Pronertv Addresses: 4136 N. Miami Avenue and 20 NW 42 Street ITEMIZED RESPONSES TO STAFF COMMENTS 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 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 ADDlication: 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. Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk Greenspoon MarderLLP William W. 600 Brickell Avo Mian Direct Phor Direct R Email: w.ril 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. Submitted into the public record for item(s) PZ.5 on 10/24/2019 . City Clerk Greenspoon Marder.-P William V 600 Brickell I Mi Direct Ph Direct Email: w 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: W;ttl am W. Riley, Jr., ., a Partner kL NOTES-_ -- --- Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk e PROJECT NARRATIVE INDEX OF DRAWINGS --= _ _ I �e'ounw aF exis-w Po�wa+nw eeutl�G .4:.s ua rnarFsro I I COT% - NM AT. EX"b-rb 3 5TORr FK MLD W. ' 10 LIRE YHI WT2 -_— Alp" N2 R..A .1w000Yf6 Q ••� � N/0 IAOI 11321 rMtM t[Y61'ltll PROJECT D!RECiORY va Arm aecm na4u'TAN -_-__.—.— 00" CA67=710N AANACfR AR}ATECTWE Arm VNO T30LR Ft v� Q -.. Ara ros ww 7 (64 D'ALE5510 V ARC R� RO A]W TUEDr3fi 06DIl5 F1E AFIDO W -Fl f WA C JYJ 5l 5` R0 PA D/17 ASBI DRSTItl BiGD5G EIEVAVO6 _ .. U y -_ E A.DpOMC 'EL 121 614.51 AB A.FpB ADDII1pW. TYIiACE VAp(5t �L r6161A•SSSB � It 0 -'-'----'--- _ u _. _-' CODE CONFORMANCE NOTES G.—'4� .10 SlLPw wT� D.E � _- —_ iEVEt. CP 1%0E106�OJ1D �ARGPY NID _. _ .__� - _ �-••••,r RPT '�RVIC^ - APRICJ6E CQO� 1011 FtOFFDA bYVrG [LT:E.FX3•N. DADSG. SIC•1Olgl AFBIDICTI� CiM1 OTV KWY --- - ^ •• ODOINGfY}I r1YE. 'l.E • . 0 C4.1:10Gr�D. — SQUARE FOOTAGES —--'--•-• uosrauaFo �MJFM :us5F 4 C M FLO)3'15F X055 • 55.3' ----- 9lCOO FlL1M 7R SESl71 30•5 F r3! .BS Si 1 M lF �!S •EO 1p)B 5F IFIVF.ce x•[450_64V14 ]CB.t. GO BOr510p 4:IL5 .- _- _ __ - LAVA•owEST FE�so m.sar.5 'F^rEu�gaSErstavarDF�s ec s - I ----- - ] l4TF-R CLO3EtlGAVATCRES M5 •-_�=_ - i<R 605EvaTnRB BOTS _ - __—.__— __. _ i -- )tL1ER no5E DAEs45A5I> g —_ � -_ - ----- -- — Q LU ned _ = ABBREVIATIONS ChristophChrsto'phe9Jluce I er J Luce Date: 2019.03.08 - - �— 09:41:26 -05'00' �. ISSUE DATES - R _ WM FOR Z"4 EXCE.PTkA bR9AB - L%W FOR WNSTRMIM .�� c un LATEST FRMS ?I PATE, 30" y - ® REVISION # Irir2esTteer ®-� o TT - wan K v�w�. : ,aft TS. Op t' F r X11. k < 0111 `t" .af Rami BUILDING DEPARTMENT Transaction Statement inancial Transaction ID: 591747 ransaction Date: Mar 26 2019 9:52AM 1: ermit Number: 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 AV( (786)337-5803 FEE SUMMARY Fee Category I Fee Fee Description $3,000.00 Code $4.50 BEARING BOARDS - MS -207 VARIANCE/EXCEPTION - OTHER t APPLICATION/APPEAL USES HEARING BOARDS - PUBLIC HEARING I MS -228 (PUBLIC HEARING - ADVERTISING HEARING BOARDS - PUBLIC HEARING MS -241 PUBLIC HEARING - MEETING MAIL NOTICE - APPLICANT/APPEALLANT HEARING BOARDS- PUBLIC HEARING MS -225 PUBLIC HEARING - MEETING MAIL NOTICE - NEIGHBORS HEARING BOARDS - PUBLIC HEARING MS -226 PUBLIC HEARING - LU POLICY 1.5.4 Quantity Unit Type Amount 2.0000 UNITS $3,000.00 2.0000 UNITS $3,000.00 1.0000 HEARINGS $4.50 107.0000 NGH X HRGS $481.50 15.0000 NGH X HRGS $67.50 Total: 1 $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 f i BUILDING DEPARTMENT NOTICE _ rtIH'f�l.IeC1..'.eeSLfY13eM1MiT1 i:YfJla gYtl coacab nnwmna.;ran.urmiox.emwe.e arcwmna<cam�.nn e�,arc,.a�annu,eara .M.acme meeoou+ueacbtnms�m�rwrt.tr e' pem�gicMna:fepdc Mn'Fq.cirNvmhee \e rr<a�.m.taoraanaacasm / Z18�299 0 � 03/25/19 Transaction Statement l: inancial Transaction ID: 590711 William Riley Transaction Date: Mar 212019 1:44PM 4136 N MIAMI AVE Permit Number: PZ19299 (305)789-2770 FEE SUMMARY Fee Category Fee Fee Description Code ONING MS -045 MFR / EXCEPTION Quantity Unit Type 0.0000 N/A Total: Amount $3,000.00 $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 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 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Contents 1.0 Definitions 5.6 Service Vehicle Operations 2.0 School Location 6.0 Pedestrian and Bicycle Facilities 3.0 Educational Program and Enrollment 7.0 Onsite Traffic Personnel and Devices 4.0 School Schedule 8.0 School Crossing and Speed Zone 4.1 School Schedule Commitment 9.0 Offsite Traffic Control Officers 4.2 School Schedule Example 9.1 State Crossing Guards 5.0 Vehicle Operations 10.0 Special Event Provisions 5.1 Vehicle Routes 11.0 Parent Traffic Handbook 5.2 Vehicle Stacking and Staging Spaces 12.0 Table Worksheets 5.3 Automobile Curbside Passenger Loading Zone 13.0 Attachments 5.4 School Bus Passenger Loading Zone 14.0 Endorsement 5.4a School Bus Commitment 5.5 Parking Stall Operations 1.0 Definitions 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 'entner 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.S 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 'entner 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" I "Service" A I Automobile Loading Zone I K-12 Student Passengers —specify grade range l B I Bus Loading Zone I Food Food Delivery P Parking I Trash Garbage Pick-up S Service Vehicle I 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 'an view and attached to this document. DTPW TOP Form Version 11 Page 4 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 Table 5.1-2 Route Entry and Exit Location - Labeling Key Location Type Number DW Driveway accessing the site Number all the locations sequentially for P Point located within a plan j each "location type" set. Start with the i I number 1. Begin numbering from the NE E Pedestrian and Bicycle Entrance and/or Exit corner of the plan and increase the j numbers sequentially in a clock -wise direction until all locations are labeled. 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 E1 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 Key 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 read 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. ,ie use of school bus passenger loading zones are limited to only school buses during arrival and dismissal _,perations. 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 ,rsonnel 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 item(s) PZ.S on 10/24/2019 , City Clerk .entner Academy school 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. Cl). 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 school 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 tvpe 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. Table 2.0-1 School Location Name Address Folio Number(s) Hours of Operations Educational Program Worksheet Centner Academy 4136 North Miami Avenue 01-3124-020-1040 17:00 AM to 3:00 PM Table 3.0-1 Educational Program and Enrollment Educational Program GradesI Average Maximum Enrollment per Grade Preschool, Pre -K and Kindergarten I Preschool to K I 29 Total Facility Enrollment Table 3.0-2 Educational Program Descriptions Educational Program Preschool, Pre -K & Kindergarten Description Maximum Enrollment Instructional Typical 195 195 DTPW TOP Form Version 11 Page 10 of 19 ;entner Academy School Traffic Operations Plan (TOP) Form School Schedule Worksheet Table 4.1-1 School Schedule Commitment Period I Maximum Number of Students Allowed within a Schedule Shift Arrival I 66 Dismissal 66 Table 4.2-1 School Schedule Example at Full Capacity Schedule Shift No. of Grades Days [M, Tu, W, Th, F] Shift 1 7:00 Preschooll M,Tu,W,Th,F Shift 2 2:15 Pre -K I M,Tu,W,Th,F Shift 3 3:00 Kindergarten M,Tu,W,Th,F Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Minimum Number of Instructional Shifts at Full Enrollment 3 3 Begin End No. of Time I Time Students I 7:00 1:00 64 7:45 2:15 65 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 .entner Academy .,chool Traffic Operations Plan (TOP) Form Automobile Passenger Curbside Loading Zone Worksheet Table 5.3-1 Automobile Loadi ig Zone Route Description Route Entrance [X]Restriction I Exit [X] Restriction Description Name Point Point ! Right In Only Right Out Only Underground garage Gg DW -1 o f One Way Only DW -1 One Way Only Right In Only I Right Out Only Surface parking lot 1 Lot DW -2 One Way Only DW 2 One Way Only Right In Only , Right Out Only 1 I One Way Only l One Way Only Right In Only I D Right Out Only l One Way Only I I n 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 1 (Lot_ See note below l I 1 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 ❑ Right In Only i ❑ Right Out Only None I One Way In I One Way Out Right In Only Right Out Only 1 ❑ One Way in I ❑ One Way Out ❑ Right In Only ❑ Right Out Only 1 ❑ One Way In I I ❑ 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 1 I Table 5.4a-1 Bussing Commitment ` See Note 1 Below Minimum Number of Inbound Buses Minimum Number of Outbound Buses Required During the Required During the Arrival Period Dismissal Period None Table 5.4a-2 Bus Type and Capacity 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 -401 50 10 84 1 Small Buses 30 9 24 Students Grand Total DTPW TOP Form Version 11 Page 13 of 19 'entner Academy .ichool Traffic Operations Plan (TOP) Form Parking Summary Worksheet Table 5.5-1 Proposed Parking Use Summary Parking Space Use Onsite Req. by Code Req. by Study I Provided Staff I 13 I 13 Student Parked Stacking Open I 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 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Offsite Provided Route Name Entrance Point [X] Restriction Exit Point j [X] Restriction ❑ I Right In Only I I ❑ Right Out Only Lot I D • ' —� I ❑ I One Way In I ®Y —2 I ❑ I One Way Out ❑ I Right In Only I I ❑ I Right Out Only ❑_ I One Way In ❑ I One Way Out U I Right In Only ❑ I Right Out Only ❑ I One Way In I ❑ I 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 .entner 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 [X] Point Restriction Exit Point [X] Restriction Operation Period (times) S DW -1 E]Right In Only D, —1 ❑ I Out Off Peak [:]�jV One wayIn I One Way Out ❑ Right In Only ❑ Right Out Only 1 ❑ One Way In I ❑ One Way Out ❑ Right In Only ❑ Right Out Only Ej One Way In I ❑ One Way Out Table 6.0-1 Pedestrian Route Description Route Name Off -Site Entrance Building Operation Period Point Entrance Point (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 Bicycle Capacity None 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 Personnel Duties Label (Loading, Conflict, Diverting) A Loading/Off Loading B Traffic Control C Traffic Control Arrival Dismissal Duty Period Duty Period From To From To 7:30 8:30 1:00 3:00 7:30 8:30 1:00 3:00 7:30 I 8:30 1:00 3:00 Table 7.0-2 Onsite Temporary Traffic Control Devices Arrival Dismissal Location Device Description I Duty Period Duty Period Label (Number of Cones, Barricades, or Gates) From To From I To None Table 8.0-1 School Crossing Description Location None East- North- Mid- Uncontrolled West South Block ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DTPW TOP Form Version 11 Page 16 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 Table 8.0-2 School Zone Description Location Existing Proposed Signs & Speed Flashing [x] [x] Markings [x] Zone [x] Beacons [x] ❑ ❑ ❑ M El ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ 1 Table 8.0-3 School Speed Zone Posted Times Days of the Arrival Period AM Week From To Monday Tuesday Wednesday Thursday Friday Is this a paired Zone? No ❑ Yes Dismissal Period PM From To Table 9.0-1 Traffic Control Officer Enforcement Plan No. of Intersection or Segment with Arrival Dismissal Semester Officers Boundaries Start ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ All Year ❑ 1 ❑ l 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 Elresources 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 Station_ s for LOS Management Plan Arrival Dismissal Intersection Required (R) Time Period Time Period Voluntarily (V) From To From To None DTPW TOP Form Version 11 Page 17 of 19 school Traffic Operations Plan (TOP) Form Table 9.1-1 Crossing Guard Stations No. of School Crossing Station (Intersection) Guards None I None Table 10.0-1 School Special Event Provisions Event Type None Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk Arrival AM Dismissal PM Time Period Time Period From To I From I To Provision Descriptions 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 Print Owner Name Date DTPW TOP Form Version 11 Page 19 of 19 LEGEND — Parent's Traffic Flow • Staff for drop-off/pick-up Traffic Control Personnel - - - A. - - NW 42 STREET +e� i Je ^. [ _ I J: ---------------- J. i i I I ?= I I I I Surface Parking s -� I Lot K^I C� Z I 7 Fi 1! I ---JI j To Underground Drop-off I Pick-up I & Staff Parking 19 I n 1 I I t hl I I Traf Tech TRAFFIC OPERATIONS PLAN ENGINEERING, INC. K&LWIR 0:20- I FIGURE 1a CentnerAcademy Miami, Florida O Ln M C: o 0- 3 3 0 0 I ID � o 3 o r� 105 feet Stacking for 4 vehicles --------------------- Staff 7 Parking X. I Of E ON WA -S-taft P.arki1n-g'.`-'--- 192 feet Stacking for 8 vehicles Staff ONE E AY �y Parking cr pe III III ------------------- rea clear LEGEND of 3 Vehicles CD Parent's Traffic FlowZ- (D r • Staff for drop-off/pick-up Turfons I Traffic Control Personnel — ---- ----- - b 3 b -7------------------- FIGURE lb Traf Tech TRAFFIC OPERATIONS PLAN Centner Academy r) NENGINEERING, INC. Miami, Florida F 77 -ry '33n1 'fV3HdOIStVH:) .4 r-IMU'MR171 r ID H ! 3AYIATU9eIr M%I3(fVDV N IIHIP !, Submitted into the public record for item(s) PZ.5 on 10124/2019 , City Clerk i G.J PIT 41 ADJACENT 4 i� ly �5 PROPERTY 30 NW 42 ST K W.." USE: T),I. Fz',zQ 01 O -._._.___._._j__-.-.-.-__.-.-._._ ___-.._.- -------- .-.-__._ ......... i ._._._-- -AO A I 1 a i 21•-0• WIDE SURIF.CT PR UPCRTY I 2.-.-- DE ACCESS ISLE 20 NW a2ND STREET I 1.200 S.F. LOT I I DRIVEWAY ADJACENT PROPERTY �I USE: TI -L 41 19 NW 41 STUSE TJ -L 1SPACF.0 SPACF. r2.a• I ADDITIONAL PARKING Y.5' K to I.S. K 11' I 20•.0- j • I PARXING -I- FRONT • 30.00' SF.TRAC•K I 910V YAKD i I j Ky^ I AD) A CENT PROPERTY: J 4121 N MIAMI AVE 7,200 S.F. LUT gj USE: TS DJ AACENT -0 11i� � III I Z PROPERTY: 4100NMIAMI AVEUSE: I f• i 'w ADJACENT NI 41)6NMIAMI PROPERTY AVE USE T4.L 1 1 In � � III' i I Y;i I i f I / I - - - - - -1--------- — SU —_ — — — — Ul1•.— v N MIAMI AVE c NOraTH MIAMI J V JE I c 20 NW 42ND STREET PARKING SITE 1•11.. I...xlwn Nu............ G-11 SIA warm—'I ar1RrR9¢o 1refY5 xALF r. Yv.11• ml•i. xr•rIa •Ir 41 4 i� ly �5 K Fz',zQ 01 O In . z n Ul7 O 0- -AO A O 3 ~ ADDITIONAL PARKING L E GAL RECYCLED PAPER TO REORDER CALL 954-846-9399 ficAU iiJCYd: d 9S:A71 LEGAL IWIQ 14SF o, 6/5/2019 J Oremind Submitted into the public record for item(s) PZ.s on 10/24/2019 City Clerk D AMIW1 WE_ Reach sty.dents and parents where th 0,s-tx �. 'r Communication for the classroom, home, and everywhere in between. Enter your ernail or phone number OR LJ Sign up with Google By signing up, you agree to our Terms of Service and Privacy Policy. A simpler way to communicate Log in I = are Share updates and resources instantly with the people you need to reach. Kf 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 In—H--, ,e ;, A Remind Submitted into the public record for item(s) PZ.s • on 10/24/2019 , City Clerk O Built for education Personal information stays secure with privacy policies certified by iKeepSafe. FOR ADMINISTRATORS Get everyfamily 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. FOR TEACHERS Submitted into the public record for item(s) pZ.s 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 ramind (-.nm 6/5/2019 Remind Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk 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 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. V,f u Google Drive Google Classroom Aft Q n e D rl Ve 1ps://www.remind.com 6/5/2019 Remind 1%ft v 1AM®1%W I `=' - Submitted into the public record for item(s) PZ.S 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 0 Higher Education Careers Trust & Safety Teachers Press Help Center Families Resources Blog Partners 0 Certified by ;ii iKEEPSAFE tps://wvw.remind.com SLEGAL RECYCLED PAPER TO REORDER CALL 954-846-9399 0410 PRODUCTS & EUPPDES ¢i A;l STATE EEGAI t mvmv O Vl O Fd Q 3 A CL ID � O 3 O I-+ CD C7 c G N cr n N n. N 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 1ps://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 Ips'//www.dassrinio cnm 615!2019 IDR-11winner rinccrinin rnm Submitted into the public ClassDojo record for item(s) PZ.S on 10/24/2019 , City Clerk All Your Classroom Tools in One Plate 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/) Submitted into the public 6/512019 ClassDojo record for item(s) PZ.5 Give students a voice with digital on 10/24/2019 , City Clerk portfolios Students can showcase their learning by adding photos and videos to their own digital portfolios. Available on Chromebooks, Pads, and any computer, Get Portfolios (/studentstories/) Scrypo "�+le ung �kat,y�r M�- Y, �J i 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 Learn More (/classstory/) tps://www.classdojo.com nn 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 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Any classroom, any device. 100% free. tps://www.classdojo.com s» 6/5/2019 ClassDojo Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk zs I t 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.classdojo.com 6/5/2019 ompany About us (/about) Press (/press) 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 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Resources Big Ideas (https://ideas.classdojo.com) Resources (/resources) Blog (http:/Iblog.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) Download • . ore (https://itunes.apple.com/us/app/classdojo/id552602056?mt=8) tips:/Iplay.google.com/store/apps/details?id=com.classdojo.android) 0, ClassDojo. Inc tps Wwww. classdojo. com 717 FLEGAL RECYCLED PAPER TO REORDER CALL 9,54-846-9399 OFFICE PRODUCTS! SUPPLE IVIr m'ALWVELE",o pO.y Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Not SECUre APP, G � office n lar PJABANK a Vkfels Largs - Anleman Express C- V bent CAB Plzrs 11 MB Arline _ C4yof1fiami ;fk Piz-* Tracking Syst- 3018-018194-001 (1136N MUUMAV),.,,. ;1 .1anHistm Reviev.-S:atus !:;dIIU2001%.II Piz s I I Fees st— DatE, III...._... Towin (13) - BUILDING Approw-d RBA Uaril-5rZ019 MayiMQM 03 221 (E) - ELECTRCIAL Approved AGa llay/0712019 01,34 htayIM2019 09 4.3 (F) - FIRE APP(O-d JH. AP)I ar.019 is sa (FP) - FLOOD PLAID: Approved Ghia 1.Iade4;21319 09,50 Uarj04r-019 12 43 (%IA) - LIECirlAINICAL Ap)rawd JVD Ma'."I 5r2tl I S 1723 Mar.11sr-01C 11:50 (P) - PLUMBING Denied Hr Decr-'P.01P 1;6 13 May=019 15 17 (P ->N) - PUELIC 1,VORKS Demed April SC019 1027 (S) - STRUCTURAL Arj:fcv,d CE Jenl'NaOIS 0'r20 JwiW2019 0921 (Z) - ZOPIRIG Denied FeWIS! M -IS 11:59 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk x w A w a U U _r, 6 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 Cel- Aca�den 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 yY6(i� Address -5 Y J�/ (,{ % Lf �� 334Z Telephone Number7�16 7/ 60P, Print Name �y Sign t e Address Telephone Number /_V Print Name s4- S'nature �ddress Telephone Number ri c � r.(- j � -L— Print Name Signat re WA Address Telephone Number Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE Signature Print Name Si ture 0 faa Print N n 4'�aturC Print ame � -Gclrir�- /�V� Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Address / 3 9 IVI—W4�� j3/2 l Telephone Number 167�y�s� Address lv-20DA/� &47/ 40-P Address SiOature Address Print Name Signature Address Print Name )cL-dc I�ci Si na ure Print Name 10 �ajVTOj4,,, rj Print Name ego' %"k Address N \� Address -"2I Ot�-)� s7. Address 5-J Telephone Telephone Number Telephone Number r30 S/ zZ,/O - -5 Telephone Number s� 7�Z - � I s �Woa� Telephone Number 78 6 .1 Q- Z 3 5; Telephone Number �j � -3�7- �3 Telephone Number Telep one 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 statin Si ture r Address Telephone Number t e rint Name Si ure Address Telephone Number �7 "" v-ar_ 4 K Print Name 1_9 IR mature Address Telephone Number Print Name �/ I Z_ Signature Address Telephone Number t Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE Si e Print Dame Signature Print Name Signature Print Name t!L siusar�\ i::i ItA Print Name 112 Print lame Signat f \ I C&Oi Print Name t #ia � Y Pririt Name 0 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Address /,� Telephone Number Address Telephone Number Address (p3�(,U�� I�r Address `9/ 7 cSo -2100 7 Telephone Number --7ktP/-MCI & (�? Telephone Number Address Telephone Number Address �Address 0�/j �7't- Z f I S41JiF7Vf d`7 raha � ^dd 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. Si nature f� Address Print Name Signature Address Atm." t e A "S Ii � Print Name 7701--z Fj 3�1 �FS Telephone Number 7 _I 7J(2 - Telephone Number �-�00 11)o I57N ?Sv,, Zoe778 . Signature Address Telephone Number Print Name 95 -Li 60 _7 00 Signature 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 Signatur Address Telephone er Print Name _ � Signature—" Address Telephone Number -�-1 i � 1 �Gi= r• 1C►= � Print Name 4�3 S4-% Sig re Address Telephone Number Print N e 'SII,gnatur Address Telephone Number r YAC/5- Print Name 112, PD . SsV 7- S�Ly- 9 713 Si ature Address Telephone Number C�G Print Na e S•g e \ Address Telephone Number SSV -W/ Print Name Sig at re Address Telephone Number Print Name Signature Address Telephone Number Print Name Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 13�NW Si ture I, Address 3 s 1 y Telephone Number Print Name (3 z N VV qV915 (_310 57 o- 9 3a6 nature Address Telephone Number Print Name Wv /a Si ture Address Telephone Number Print Name -1-7�� Signaturqr-) Address Telephone Number Print Name Signature Address Telephone Number Print Name Signature Address Telephone Number Print Name Signature Address Telephone Number Print Name Signature Address Telephone Number Print Name 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. fIW4 Ty)vlrf�' SYfe e Mor 9 Grl Print Name I N VV HO Sires % Address L -ted X4/ 3 GVW qS_ �j S' a re Address mint Na &gnat 94� Z fv Print Name Sig tatisi l l Print Name SIT Address -�D w �s " N Address -1)9-306-76$ 8 Telephone Number C ry vvr/ G 6'" Telephone umber 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—P 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. ign fur/ e� Print Na e Si afar Print Nam AG vr'n/95 ,r /4APt/ vt Address 3317 4 -1'19:0- Y 4 44 �mbol Address Signatur Address Print Name Telephone Number Telephone Number Telephone Number &tUre Ad ress Telephone Number � - Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE F 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 j N. Miami Ave e into an emergent pre-school and kindergarten with a maximum of 195 student stations. NW qq-14- 6�, Signature Address Telephone NuAer Print Name Si nature `�rint Nam �s Print Name Address Address '�� rx-11aG 17 5 Nw 4LA+k 7-47o �* - 5 Telephone 1ephone Number 0 Telephone Number Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk ature� jji Address Telephone Number \ 1'0at j rl am P -S Print Name v Pilin Si afore Print 14me ! J Address Telephone Number �'ure nature Print Name Sig ature Print Name (�, J, Q� Sigi tote' Print Name Signature Print Name Signature Print Name j (�s �j-W.C4gt- Sf- Address 0,2 0 kluj q�- Address l\*�-. Address �3 A ou) �5aS Address _�/.-s Address Address -7 0(. - Z77_o P� Telephone Number �3d�-Z13-37L/-� Telephone Number Telephone Number (55 ) .moo - 3=� 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 prot'essional office building located at 4136 N, Miami Avenue into an emergent pre-school and kindergarten \vith a maximum of 195 student stations. U Si a r 01 V et Pril ie v . t41d ��L; &,-ki tore f is- Pnnt N S_iWA ature Print Name 19 _ Address _ TeleP hone Number Address Telephone um5r Address Telephone Number Tress too a)" 3 5_ Telephone Number S CONTINUED ON NEXT PAGE Sipat41YM Print Name 151 N kl - u Not �)t- Address Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 7OZ 337 3 07/ Telephone Number 4-a 50,,1- Signat e C I Address Telephone Number � sou g; bar Print Name S i gnat-u� Print Name Signature Print Name Address - -- Address Jai � �� >`�• �= [l 3 S� Signat&e r Address Print Name 7i�,P��'az,-76 e,],F- �3 Sr Si ature Address Print Name Telephone Number 79 L-gyI-1-7y2- Telephone Number 7i�6 -Z?9 7V,Y Telephone Number ?C6- 301- �n 6'r Telephone Number >0-7-S93 16 q4 Tele hone Number —, O'�- q 9 � �,Zq6 Telephone Number umber 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 BUIt4DING J,OCATED AT 4136 N. MIAMI AVENUE INTO AN I N1ERGEN'T SCHOOL WITH A MAXIMUM OF 19; STLIDENT STATIONS We. the undersigned owners of real properties located in close proximity to 4136 N. Miami avenue. Miami, Florida, hereby petition the Cit, ol' Miami. Florida to approve the application seeking a special exception as filed by Perpetual Love 4136, 1_1,C' and Porpetual 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. Signtore ` lRos r°�R� MvNG�4q Print Name ,nature _ A Print Name v 31 tore .CO 0,( MR N �� to Print Name 37Nw 2 ,5--T Address -�,'a.5_ 43z-Iz13 Telephone Number 0?�Y�Iylz P — (5 h t, C A �- fi 646 Address Telephone Number Address Telephone Number Adress Telephone Number YES CONTINUED ON NEXT PAGE Submitted into the public -' record for item(s) PZ.5 on 10/24/2019 , City Clerk _-�-C� WSJ Y UJ _ 3�� SigG�u � ddress Tcichhonc Numher Y'11 Print Name Signature Print Name Signature Print Name Signature Print Name Signature Print Name CAddress Address Address Address ss ss ss Telephone Numhcr Telephone Number Telephone Number Telephone Number 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 stag Si atull r Address f Print Name Sig Pr' Nam Si PrIW,Katne / Address -22- Address 1 Telephone Number Telephone Number TeNumber i nature Address Telephone Number g 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. Sig ature Address Telephone Number ra��/i,��,�-� G/mss nt Name S*gnature Address _ Telephone Number Print Name C�_� 63,��x, Lj i ature Address Telephone N gn s epho umber (a vtic1.� \'k � 1 K int Name z/S S�- 30,5 X 416 5 � Si tore 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 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. y�31 NU, z_,Vcam, �— z - Can Signa6A Address Telephone Number vA Print Name Vy�_;VC4 L � Signature Print Name ---------------------- Signature Print Name 6_�'j Sign 1pre Print Name 1 SI Address Ll 1 e� I 2 V)� Address Telephone N&nber 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 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 l�1�5 r,,F ` Address r Sr ture / Address Print Name Signature '4 P1a�CC G�C-r _cam Print Name Signature Print Name Address Address P Pj k-0 rtnf-( I .tc) ) Telephone Number LTe;lehone umber Csos)Ssz—�IZ 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 Avenue into an emergent pre-school and kindergarten with a maximum of 195 student stations. ly ses -:�gcz_?Q 2269 Si-g'Si-g'l at Address Telephone Number Print e �fv�o �u E L°''� mac.• �s �� YY ��tL S ature Address �,,r�,. 73/?7. Telephone Number Aaezoow_ Print Name 4v /b � 20a ��-off' SignatureAddress Telephone Number Print Lo5-��sk Signatre Address Telephone Number Print Name SIGNATURE PAGES CONTINUED ON NEXT PAGE Submitted into the public record for item(s) pZ.s 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 r _G Print Name 0 Sig t Print Name Signature Print Name Signature Print Name /to A16 '{p h' -S'}" Address Address Address Address ,95Y7.20'1 •SZ� Telephone Number Telephone Number Telephone Number Telephone Number SIGNATURE PAGES CONTINUED ON NEXT PAGE �� ✓�i �QOO tvO end i re _l Address Print Name $?gnature � � Address Prit Nare 5bt 3 C Telephone Number 3c�S. 3ZZ _ && I( Telephone Number i Sitnarture Address Telephone Number l� i `7 �i �tF.. �j a r�•�s•�•i c Z, Print Name / Signature Address Print Name Signature Address Print Name Signature Address Print Name Signature Address Print Name Signature Address Print Name Telephone Number Telephone Number Telephone Number Telephone Number Telephone Number Submitted into the public record for item(s)_. hZ.5 _ on 10/24/2019 , City Clerk Signatu Add?ess Print Namef S' nature Address Print Name da re, v Address r r 1. r eco Print Name Signature Address Print Name Signature Address Print Name Signature Address Print Name Signature Address Print Name Signature Address Print Name Telephone Number Telephone Number Co -7S 575 - ( � 2-:.� Telephone Number Telephone Number Telephone Number Telephone Number Telephone Number 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: mraz1 <mraz1@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, A/C died in my car yesterday so car shuffling. Too much on the proverbial plate. I support the project. V �� LEGAL RECYCLED PAPER TO REORI)ER CALL 954-846-9399 JALL3WE LEGA O w pane illi iR Lcls supp�u 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 I diana@rdrmiami.com 1 305.498.1614 I certify that the attached ownership list, map and mailing labels are a complete and accurate C representation of the real estate property and property owners within a 500 -foot radius of the subject X 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 Q, Hearing Boards if it is determined the property owner information list initially submitted is older than six ;° (6) months. Sinc rely, Signature Diana B. Rio I RDR Miami I Rio Development Resources Name or Company Name 305.498.1614 Telephone diana(aD.rdrmiami.com E-mail Packet Pg. 64 N March 21, 2019 z 0 N CITY OF MIAMI HEARING BOARDS m P 0 BOX 330708 > MIAMI, FL 33233-0708 a Re: List of property owners within 500 feet of: �a 4136 N Miami Avenue, Miami, FL 33127 z 20 NW 42 Street, Miami, FL 33127 �c M Total number of labels; 132, including duplicates r d' 0 I certify that the attached ownership list, map and mailing labels are a complete and accurate C representation of the real estate property and property owners within a 500 -foot radius of the subject X 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 Q, Hearing Boards if it is determined the property owner information list initially submitted is older than six ;° (6) months. Sinc rely, Signature Diana B. Rio I RDR Miami I Rio Development Resources Name or Company Name 305.498.1614 Telephone diana(aD.rdrmiami.com E-mail Packet Pg. 64 7.1.c OWNER NAME(S) MAILING STREET ADDRESS CITY STATE CODE COUNTRY FOLIO NUMBER 21 25 NW 44 VENTURE LLC 24 NE 47 ST MIAMI FL —ZIP 33137 USA 01 31 240201 270 'cc27 DESIGN LLC C/O KAREN REITER 1720 NE 198 TER MIAMI FL 33179 USA 0131240200870 m 4029 N MIA AVE LLC 6218 NORTH FEDERAL HWY FT LAUDERDALE FL 33308 USA 0131240241460 41 43 NW 41 ST LLC 4 HARBOUR POINT KEY BISCAYNE FL 33149 USA 0131240241290 Q 41 DESIGN DISTRICT LLC 4100 N MIAMI AVE 2 FL MIAMI FL 33127 USA 0131240241280 41 START SPACE LLC 4 HARBOUR POINT KEY BISCAYNE FL 33149 USA 0131240241301 E 4141 DESIGN LLC 555 NE 15 ST 9 FLO MIAMI FL 33132 USA 0131240241250 41 ST ST ART SPACE LLC 4 HARBOR POINT KEY BISCAYNE FI_ 33149 USA 0131240241430 41 ST ST ART SPACE LLC 4 HARBOUR POINT KEY BISCAYNE FL 33149 USA 0131240241300 Z 4201 NW 1ST AVENUE LLC 20000 NE 15 CT MIAMI FL 33179 USA 0131240201123 �n 44 DESIGN LLC 1720 NE 198 TERR MIAMI FL 33179 USA 0131240201260 45 DESIGN DISTRICT LLC 5801 BISCAYNE BLVD MIAMI FL 33137 USA 0131240241310 d' 84 NW 42 ST AVE 20000 NE 15 CT MIAMI FL 33179 USA 0131240200955 84 NW 42ND STREET LLC 20000 NE 15 CT MIAMI FL 33179 USA 0131240200951 0 ALIX FORTUNE PO BOX 4986 MIAMI FL 33269 USA 0131240201110 n. ANASTASIA KOUTSIOUKIS 31 NE 43 ST MIAMI FL 33137 USA 0131240240680 ANDRE ALE%ANDRE 8W ERZULE 50 NW 44 ST MIAMI FL 33127-2612 USA 0131240201190 x ANTONELLO PODDA 22 NE 44 ST MIAMI FL 33137-3414 USA 0131240240630 w ANTONIO JOSE GRULLON 51 NE 42 ST MIAMI FL 33137-3523 USA 0131240240880 - - BENJAMIN RODRIGUEZ 43 NW 42 ST MIAMI FL 33127.2856 USA 0131 240201 1 00 BERNARDO GONZALEZ92 NW 44 ST MIAMI FL 33127 USA 0131 240201 1 40 BOB HUMMER INC 251 N COCONUT LANE MIAMI BEACH FL 33139-5161 USA 0131240201250 v BRANDON AND GORDON INVESTMENT LLC 201 ALHAMBRA CIR 701 MIAMI FL 33134 USA 01 31 24 0201 000 c BRAYTON ANDIA MIAMI LLC 701 BRICKELL AVE 2000 MIAMI FL 33131 USA 0131240240820 BRICKELL RIVER INVESTMENT LLC 12A S WALNUT ST MILFORD DE 19963 USA 0131240201170 CECELIA S CARR 75 NW 41 ST MIAMI FL 33127 USA 0131240200920 c CERVIL CLERVIL 42.44 NW 42 ST MIAMI FL 33127-2857 USA 0131240200990 E CHOLLA 3946 LLC C/O L3 CAPITAL LLC 410 N MICHIGAN AVE 850 CHICAGO IL 60611 USA 0131240210430 :3 CHOLLA 3946 LLC C/O L3 CAPITAL LLC 410 N MICHIGAN AVE STE 850 CHICAGO IL 60611 USA 0131240210420 O O CHRISTINE ANDRE EVELYN ANDRE 4185 NW 1 AVE MIAMI FL 33127 USA 0131240240860 0 CHRISTOPHER T BLAKELY GERALDINE M BLAKELY 13840 SW 73 AVE PALMETTO BAY FL 33158 USA ' 0131240200970 rn CLEAMI LLC 3321 COLE AVE APT 116 DALLAS TX 75204-2358 USA 0131240210440 CORALSTONE PRODUCTIONS LLC 4728 NE MIAMI PLACE MIAMI FL 33137 USA 0131240240850 COURTNEY PARKING LLC110 MERRICK WAY STE 3A CORAL GABLES FL. 33134 USA 0131240210230 a COURTNEY PARKING LLC 110 MERRICK WAY STE 3A CORAL GABLES FL 33134 USA 0131240210240 COURTNEY PROPERTIES LLC 5151 PINE TREE DR MIAMI FL 33140-2107 USA 0131240200850 cn COURTNEY PROPERTIES LLC 5151 PINE TREE OR MIAMI FL 33140-2107 USA 0131240200860 -o D AND E DIDIER INVESTMENTS LLC 7037 NW 2 AVE MIAMI FL 33150 USA 0131240240710 c DO HOLDINGS OF MIAMI LLC 777 BRICKELL AVE 950 MIAMI FL 33131 USA 0131240201160 DESIGN 50 LLC 1110 BRICKELL AVE STE 402 MIAMI FL 33131 USA c 0131240200980 0 DIECI DEVELOPMENT LLC 1024 LENOX AVE #5 MIAMI BEACH FL 33139 USA 0131240241450 DIEULUS DIDIER & EDELINE DIDIER 51 53 NE 43 ST MIAMI FL 33137 USA 0131240240700 _U DIEULUS DIDIER &W EDELINE 68 NE 43 ST MIAMI FL 33137-3410 USA ' 0131240240760 n. DIONNE RUIZ 30 NW 41 ST MIAMI FL 33127 USA 0131240210250 a DONALD PAUL SHOCKEY 95 NW 41 ST MIAMI FL 33127 USA 0131240200940 Q DONNA & THEODORE TURNER 21 NE 44 ST MIAMI FL 33137-3413 USA 0131240240121 rn ELIDA HERNANDEZ &W PETER VASQUEZ 4031 NW 1 AVE MIAMI FL 33127-2859 USA 0131240210310 1D ELISSA ANDERSON 4021 NW 1 AVE MIAMI FL 33127-2859 USA LO 0131240210320 EMILIANO SHNITZER BARTOCCI SHARONY SHNITZER BARTOCCI 1830 S OCEAN OR # 4410 HALLANDALE BEACH FL 33009 USA 0131240201210 c EVELYN ANDRE 4185 NW 1 AVE MIAMI FL 33127-2861 USA 0131240200950 01 E EVITA BELIZAIRE 35 NW 44 ST MIAMI FL 33127-2611 USA 01 31 24 0201 290 s FELIPE RAUL GONZALEZ 1408 BRICKELL BAY DR APT 610 MIAMI FL 33131 USA 0131240210290 b FRANCO ZAMBOLI 54 NE 43 ST MIAMI FL 33137 USA 0131240240770 Packet Pg. 65 Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 7.1.c FRANK D ROSE 4241 SW 134 AVE MIAMI FL 33175 USA 01 31 240201 31 0 GGH 38 LLC 18305 BISCAYNE BLVD STE #400 AVENTURA FL 33160 USA 0131240210280 GRUPO QUADRO REAL EST LLC C/O RAMON ROJAS 90 ALTON RD STE 1804 MIAMI BEACH FL 33139 USA 0131240241270 GRUPO QUADRO REAL ESTATE LLC 4141 NE 2 AVE 0106A MIAMI FL 33137 USA 0131240241221 O HAMMY INC 251 N COCONUT LANE MIAMI BEACH FL 33139 USA 0131240241240 Q HILDA TYLER 11 NE 44 ST MIAMI FL 33137-3413 USA 0131240240120 IAN SIMPKINS 134 NW 47TH TER MIAMI FL 33127.2414 USA 0131240240780 E IDA LAND INVESTMENT HOLDINGS LLC 1395 BRICKELL AVE 14FLR MIAMI FL 33131 USA 0131240200960 �0 INGRID MAGARIN 31 NW 41 ST MIAMI FL 33127 USA 0131240200880 INSTITUE OF COMTEMPORARY ART MIAMI INC 61 NE 41 ST MIAMI FL 33137 USA 0131240241220 Z INSTITUE OF CONTEMPORARY ART MIAMI INC 4040 NE 2 AVE #SUITE 200 MIAMI FL 33137 USA 0131240241210 c0 INSTITUTE OF CONTEMPORARY ART MIAMI INC 61 NE 41 ST MIAMI FL 33137 USA 0131240241330 INSTITUTE OF CONTEMPORARY ART MIAMI INC 61 NE 41 ST MIAMI FL 33137 USA 0131240241200 ISNARD JEAN LOUIS & MARIE NICOLE JOSPETRE JTRS 50 NW 41 ST MIAMI FL 33127-2806 USA 0131240210270 c JAVIER MARIN ART AFFAIRS INTERNATIONAL INC 11 NW 44 ST MIAMI FL 33127 USA 0131240201261 0 JEFFREY T JERNIGAN 7 NE 42 ST MIAMI FL 33137-3523 USA 0131240240830 CL JEFFREY T JERNIGAN 7 NE 42 ST MIAMI FL 33137.3523 USA 0131240240840 m JIMMY QUINONES 84 NW 44 ST MIAMI FL 33127-2612 USA 0131240201150 x JOHN GILPIN & BYRL GILPIN 45 NE 42 ST MIAMI FL 33137-3588 USA 0131240240870 W JOSE A GONZALEZ 2294 NW 2 AVE MIAMI FL 33127-4841 USA 0131240200930 - JUAN LOPEZ &W NELIDA LOPEZ 63.65 NW 44 ST MIAMI FL 33127 USA 0131240201331 JULIO RAMOS &W ROSA 80 NW 41 ST MIAMI FL 33127 USA 0131240210300 LARRY PUYANIC 6100 RIVIERA DR CORAL GABLES FL 33146-2707 USA 0131240201122 LIVING ROOM PROP INC 921 SW WASHINGTON ST STE 220 PORTLAND OR 97205 USA 0131240210410 C LIVING ROOM PROP INC 921 SW WASHINGTON ST PORTLAND OR 97205 USA 0131240210401 LIVING ROOM PROPERTIES INC 921 SW WASHINGTON ST STE 220 PORTLAND OR 97205 USA ' 0131240210400 ;9 LMC UNION INVESTMENT LLC 6337 NE 4 CT MIAMI FL 33138 USA 0131240201280 LOUICOT ALEXANDRE 50 NW 44 ST MIAMI FL 33127-2612 USA 0131240201200 E E LUDES NICOLE ESTATE OF 65 NW 41 ST MIAMI FL 33127-2805 USA 0131240200910 � LUIS A CABRERA MARTA M VILLA CABRERA 1759 NW 30 ST MIAMI FL 33142 USA 0131240210331 LUIS RODRIGUEZ 65 NW 42 ST MIAMI FL 33127-2856 USA 0131240201121 O MARCO ESCOBAR & LIDIA BECERRA 43 NE 43 ST MIAMI FL 33137 USA ' 0131240240690 M MARIE ROSE SAMEDI 15 NE 43 ST MIAMI FL 33137-3409 USA 0131240240660 c MARITZA DELOS SANTOS & GENOVEVA DELOS SANTOS 81 NW 40 ST MIAMI FL 33127 USA 0131240210340 1= MATTHEW CUNNINGHAM CLAUDIA CUNNINGHAH 71 NW 40 ST MIAMI FL 33127.2913 USA 0131240210350 0. MIAMI LA LA LA LLC C/O PLATINUM PROPERTIES MIAMI BAROKH LLC 30 WALL STREET 11 TH FLOOR NEW YORK NY 10005 USA 0131240210220 a MICHEL TIFFEAU 60-62 NW 44 ST MIAMI FL 33127-2612 USA 0131240201180 MONICA SUAREZ 55 NW 44 ST MIAMI FL 33127-2611 USA 0131240201320 NAWAZ GILANI 1680 COLLINS AVE #403 MIAMI BEACH FL 33139 USA 0131240240620 NEA INVESTMENTS LLC 6780 CORAL WAY MIAMI FL 33155 USA 01 31 24 0210380 M C NEA INVESTMENTS LLC 20 CALABRIA AVE APT 204 CORAL GABLES FL 33134-3106 USA 0131240210390 O NEA INVESTMENTS LLC 20 CALABRIA AVE APT 204 CORAL GABLES FL 33134.3106 USA 0131240210370 M- NEOS DEVELOPMENT LLC 999 BRICKELL AVE STE 1001 MIAMI FL 33131 USA 0131240241231 U NEW HORIZONS COMMUNITY MENTAL HEALTH CENTER INC 1469 NW 36 ST MIAMI FL 33142 USA ' 0131240200890 n OAK PLAZA ASSOCIATES DEL LLC CA/0 MIAMI DESIGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA 0131240201240 a OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA 0131240201070 Q OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DESIGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA 0131240201060 rn OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA 0131240201230 �D OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA u� 0131240201220 OAK PLAZA ASSOCIATES DEL LLC C/O MIAMI DEISGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA 0131240201080 c OAK PLAZA ASSOCIATES DEL LLC MIAMI DESIGN DISTRICT ASSOCIATES MANAGER LLC 3841 NE 2 AVE STE 400 MIAMI FL 33137 USA 0131240490010 °1 E OFELIA BAGLEY TRS SOFIA REVOCABLE LIVING TRUST JACQUELINE BAGLEY TRS 11540 SW 85 TER MIAMI FL 33157 USA 0131240200900 L ORCHARD HOLDING INVEST GROUP LLC 20900 NE 30 AVE STE 514 AVENTURA FL 33180 USA 0131240241440 O OSVELD DANIS &W HEUREUSE 26 NE 44 ST MIAMI FL 33137-3414 USA 0131240240621 I . Packet: Pg:;.66 I Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk 7.1.c PABLO ALVAREZ WALKIRIA ALVAREZ 10010 NW 135 ST HIALEAH FL 33018 USA 0131240240110 PATRICIA ARCHER 65 NE 42 ST MIAMI FL 33137-3523 USA 0131240240900 70 PEDRO RODRIGUEZ &W LIDIA 48 NW 41 ST MIAMI FL 33127-2806 USA 0131240210260 m PERPETUAL LOVE 4128 LLC 3921 ALTON RD 465 MIAMI FL 33140 USA 0131240201030 v PERPETUAL LOVE 4128 LLC 3921 ALTON RD 465 MIAMI FL 33140 USA 0131240201020 > Q PERPETUAL LOVE 4136 LLC 3921 ALTON RD 465 MIAMI BEACH FL 33140 USA 0131240201040 PROSPERO MUNGUTA &W DARINA 37 NW 42 ST MIAMI FL 33127-2856 USA 0131240201090 E RICHARD RAIMANN 129 NE 45 ST MIAMI FL 33137.3419 USA 0131240240640 ROGES INNOCENT 30 NE 43 ST MIAMI FL 33137.3410 USA 0131240240800 ROGES INNOCENT & MARIE J MENARD 40 NE 43 ST MIAMI FL 33137-3410 USA 0131240240790 2 ROSCOE BRADLEY SR ROSCOE CRAIG BRADLEY JR 44 NE 44 ST MIAMI FL 33137 USA 0131240240610 co RS JZ DESIGN 40 LLC C/O REDSKY CAPITAL LLC 3 HOPE ST BROOKLYN NY 11211-4404 USA 0131240270210 RS JZ DESIGN 40 LLC 3 HOPE ST BROOKLYN NY 11211-4404 USA 0131240270180 RUTH COCA & ANTONIO NUNEZ 57 NW 42 ST MIAMI FL 33127-2856 USA 0131240201120 SABY L FABELO 22 NE 43 ST MIAMI FL 33137 USA 0131240240810 O SAINT F ALCINDOR &W RITHA 25 LOYD ST LYNN MA 01902 USA 0131240240670 a SANDY BENOIT & KERRY BENOIT & KEVIN BENOIT 4227 NW 1 AVE MIAMI FL 33127-2863 USA 0131240201130 m SARIMA GRACIA VEGA 36 NE 42 ST MIAMI FL 33137 USA 0131240241230 x SEACHANGE PROPERTY LLC 3835 EL PRADO BLVD MIAMI FL 33133 USA 0131240240600 W SELENA 0 ROZIER 4321 N MIAMI AVE MIAMI FL 33127.2623 USA 0131240240650 - 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4 Submitted into the public record for items) PZ.5 on 10/24/2019 , City Clerk r- 0 O U Q CL Q Packet Pg. 69` Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk ' 0131240240110 BILTMORE SUB PB 6-67 W57FT OF LOTS 13-14 LESS W1 OFT FOR R/W BLK 1 01 31 240240900 BILTMORE SUB PB 6-67 LOT 21 BLK 5 0131240210260 PRINCESS PARK PB 6-87 LOT 6 BLK 2 0131240201030 BUENA VISTA HGTS ADD AMD S50FT LOTS 23 8 24 ALK 5 LESS Et OFT TO CITY PB 3-22 0131240201020 BUENA VISTA HGTS ADD AMD PL PS 3-22 LOT 22 BLK 5 0131240201040 PS 3-22 BUENA VISTA HGTS ADD AMD PL N94FT OF LOTS 23 8 24 LESS E1 OFT 8 LESS COMM 1 OFTW OF SE COR OF LOT 24 BLK 5 TH N 0 DEG E 129.29FT SWLY AD 2.93FT FOR ' 0131240201090 BUENA VISTA HGTS ADD AMD PL PB 3-22 LOT 5 BLK 6 0131240240640 BILTMORE SUB PB 6-67 LOT 11 LESS STS BLK 4 0131240240800 BILTMORE SUB PB 6-67 LOT 9 BLK 5 ' 0131240240790 BILTMORE SUB PB 6-67 LOT 8 BLK 5 0131240240610 BILTMORE SUB PB 6-67 LOT 7 BLK 4 ' 0131240270210 COMM BILTMORE PB 6-132 LOTS 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for item(s) PZ.5 on 10/24/2019 , City Clerk Buena vise Stakeholders Buena Vista Heights Association Buena Vista East Historic Neighborhood Asso<. "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,corn • 305-332-4064 BVEHNA Chairwoman Robin Porter -Alvarez , bvehna@gmail.com •305-984-5987 "Bringing Unity to the Community" Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk B FNAlI Buena Vista Heights Association NEIGHBORHOOD MEETING When: Thursday, May 16th, 2019 Where: Church of God of Prophecy 4528 NW 1 st 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 i_ .I. ppb ke pp i Y ue}�a Vista to olloers Buena `lista Heights Associati®n uenzi 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. welmumm 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 .. 17W r•"FT N William W. Riley, Esq. v N t a Greenspoon Marder LLP 600 Brickell Avenue, Suite 3600 o E o Miami, Florida 33131 Telephone: 305.789.2770 Ext. 3,417 N O N Email: W,Riley@gmlaw.com o U c COMMUNITY MEETING {'' Y When: Wednesday, May 22, 2019 at 6:30 m Where: Harry's Pizzeria 3918 N Miami Ave Miami Florida 33127 A . ' •'r .. � . ., , ' Ali - - Centner Academy welcomes you to join the school's leadership team to learn about their proposed exciting new school on 42nd and North Miami. Centner Academy is more than a school. It's a place for children t6 be r. i empowered with emotional intelligence, business mentorshipjana. healthy living Please support us and enjoy free food and drinks.. Al' any questions you have for our excijjr�g; 0, t Centner Acadremy Proposed Location: ;, F 6 North Miami Avenue Miami Florida 33127` fo@e entneraQad.emy,c.orn 7V' �-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. BVS Chairwoman Danielle Lee - bvstakeholders@gmail.com - 786-267-1124 BVH Chairman Ulysses Kemp - gto6770@icioud.com - 305-332-4064 BVEHNA Chairwoman Robin Porter -Alvarez - bvehna@gmail.com •305-984-5987 Submitted into the public record for item(s) PZ.s 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 1 st 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 COURTNEY 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 bemb\ PZ -5 on 10/34/2019 , City Clerk Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William W. Riley Inn: Andrea D'Alessio <a@bbd.nyc> Sent: Thursday, May 16, 2019 10:41 AM To: William W. Riley Subject: Fwd: please Email here Attachments: BVSMAY132019MEETINGAGENDA.docx; ATTOOOO1.htm, BVSMAY162019MEETINGAGENDA.docx; ATT00002.htm Begin forwarded message: From: Andrea D'Alessio <a@bbd.nvc> Date: May 10, 2019 at 11:21:27 PM EDT To: Taylor Taylor <t @bbd.nvc> Subject: Fwd: please Email here 500 of each bro please asap Begin forwarded message: From: Danielle Lee <bvstakeholders@2mail.com> Date: May 10, 2019 at 11:18:34 PM EDT To: Leila <leila6059868@ Pmail.com> Cc: aCbbd.nvc, ibmandelCadlccapins mt.com, david@centner.com, Megan@dlccar)mamt.com, Robin Porter -Alvarez <raporter@hotmail.com>, "Ulysee Kemp (2to6770Caicloud.com)" <zo6770@icloud.com>, amircaliph <amircaliph@vahoo.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 @ amail.com 786-267-1124 "Many hands make the load lighter" - Haitian proverb Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk On Thu, May 9, 2019 at 9:44 PM Leila <leila6059868Camail.com> wrote: Thank you;) so we can get the flyers printed. Sent from my iPhone Submitted into the public record for item(s) PZ -5 on 10/24/2019 , City Clerk a w A w a V V 7. -11 Submitted into the public record for item(s) PZ.S Good morning, 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.nvc> 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@(2mail.com 786-267-1124 . o�EAvrs��a . "Mary hands make the load lighter" - Haitian proverb On Thu, May 9, 2019 at 9:44 PM Leila <leila6059868@amail.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 9LEGAL RECYCLED PAPER TO REORDER CALL 954-846-9399 DICE womys a supptlEs S ,i AMTAff LfGAl a pany n n Ln n. fD Submitted into the public record for item(s) pZ.5 on 10/24/2019 , City Clerk William W. Riley . gym: 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@2mlaw.com www.2mlaw.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 'I anielle Lee <bvstakeholders@gmail.com> %_ 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 Thank you ma'am. We will create that invite and we will circulate it to this group for comment tomorrow . ing. 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 1 Cell: (786) 282.9899 1 Fax: (305) 537.3947 W.Rilev@2mlaw.com www.Rmlaw.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@2mail.com> wrote: Hi William, I suggest your ZD 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@2mlaw.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. 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 13rickell World Plaza 600 Prickell Avenue, Suite 3600 Miami, Florida 33131 Office. (303) 789.2717 1 Cell: (786) 2829899 1 Fax; (305) -537.3947 W.Rilev@amla,,�.com w-vi-w.2mlaw.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. 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 LEGAL RECYCLED PAPER FO REORDER CALL 95.1-846-9399 � William W. Riley rn Sent: To: Cc: Subject: Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk William W. Riley Friday, May 17, 2019 6:43 PM Ulysee Kemp 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 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 1 Cell: (786) 282.9899 1 Fax: (305) 537.3947 "ilev@gmlaw.com V. vvw.2mlaw.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 <2to6770@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: FLEGAL RECYCLED PAPER ® TO REORDER CALL 954-846-9399 IGIi mn11s'nrliCk ryw y O N � n � O s CD Q O M A Q fD � O 3 O O n N s L n fD 77 7 William W. Riley m: Sent: To: Cc: Subject: Attachments: Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk Lorena Ramos <lorenaneighbor@gmail.com> Wednesday, May 29, 2019 11:08 AM William W. Riley Ulysee Kemp (gto6770@icloud.com); amircaliph; Katherine Karrington; Robin Porter - Alvarez; Andrea D'Alessio; Liana Rivera; Donald Shockey Re: Buena Vista heights Neighborhood Association Meeting 20190529_110123jpg I don't know if Ulysee can send you a flyer himself Nextdoor app. Have a great day, everyone, Lorena "Without a sttztggle, there can be no progress." Frederick Douglass Buena Vista Stakeholders Corp. Lorena Ramos, Founder and Board Member 27 NE 49 Street Miami, FL 331 37 (305) 213-3747 •w.buenavistastakeholders.com nanei(2hbor@.2mail.com I just took a picture right now. I saw it this morning on On Wed, May 29, 2019 at 11:05 AM William W. Riley <William.W.Rilev@Qmlaw.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 1 Cell: (786) 282.9899 1 Fax: (305) 537.3947 W.Rilev@;;mlaw.com www.gmlaw.com 'l,e 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- ansmission, 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. 1 On May 29, 2019, at 10:51 AM, Lorena Ramos <lorenaneiahbor@ amail.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 I-Vithout 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 lorenaneic-,hbor@2mail.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: <lorenaneiahbor@ ,2�mail.com> EUlysee Kemp. Bu,:na 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. General Nla1 28 to lX nein*hhorhoods `J Thank 0 Pri,. ate me.. sage 2 Submitted into the public record for items) PZ.S on 10/24/2019 , City Clerk View on tiextdc)or T!s AZmd. AD4\1Y �f'•-i.!' VWXN "I 13 PAWARF. A\'D JJCYu% 111E ADOIJ4"I'V 115CARSI 11 ArrtC7LX.R 1•u,:tr,# �pS1,rt� i Iil[. r i;L A'�. Cl Y.ilk, . rl��u: ticrta0t,.cina�e,�- r Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk This mess.L:e is intendeld liar 2nmilxon?. Unsubseribe here. S75 Stexenson Street. Sui€e 700. San Francisco. CA 9410' 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. Submitted into the public record for item(s) PZ.5 on 10/24/2019 , City Clerk y Fl 0Y a 4 n W a U W a 6/5/2019 Property Search Application - Miami -Dade County ' /1nn w 1Arn OFFICE OF THE PROPERTYSubmitted into the public A record for item(s) PZ.5 Summary Report on 10/24/2019 , City Clerk 'roperty Information =olio: 2roperty Address: Dwner flailing Address 3A Primary Zone primary Land Use 3eds / Baths / Half doors -iving Units kctual Area .iving Area kdjusted Area .ot Size 'ear Built ks sment Information 'ear 1 .and Value Wilding Value Y Value lancet Value 1 Lssessed Value 1 01-3124-020-1030 4128 N MIAMI AVE Miami, FL 33127-2846 PERPETUAL LOVE 4128 LLC 3921 ALTON RD 465 MIAMI, FL 33140 USA 16101 CEN -PEDESTRIAN ORIENTATIO 1081 VACANT LAND - COMMERCIAL . VACANT LAND 10/0/0 10 IO 10 Sq.Ft '0 Sq.Ft 0 Sq.Ft 5,000 Sq.Ft 1978 20181 20171 $2,250,000 $2,250,000] $641,0251 $641,025 - $11,561 $11,743_ $2,902,5861— - $2,902,7681 $853,662 $776,0571 Taxable Value Information 1 20181 20171 2016 lenefits Information Regional $oi $01 $0 $853,6621 $776,057 $705,507 $01 $01 $0 $2,902,5861 $2,902,7681 $1,425,257 $0 $853,662 $01 $0 $776,0571 $705,507 enefit 1Type 1 2018] 20171 2016 County 1 $01 $01 $0 Exemption Value Taxable Value11$719,750 Taxable Value 2016 - School Board $1,250,000 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School Exemption Value $163,333 oard, City, Regional). Previous Taxable Value $11,924 Sale Price --- ---- City $1,425,257 Page UENA VISTA HGTS ADD AMD Exemption Value $705,507 50FT LOTS 23 & 24 BLK 5 Taxable Value lenefits Information Regional $oi $01 $0 $853,6621 $776,057 $705,507 $01 $01 $0 $2,902,5861 $2,902,7681 $1,425,257 $0 $853,662 $01 $0 $776,0571 $705,507 enefit 1Type 1 2018] 20171 2016 Exemption Value 1 $01 $01 $0 'on -Homestead lAssessment ($2,048,924 Taxable Value11$719,750 $853,6621 $776,0571 $705,507 $2.126,7 :apReduction Sales Information ote: Not all benefits are applicable to all Taxable Values (i.e. County, School oard, City, Regional). Previous OR Sale Price Book- 1 Qualification Description hort Legal Description Page UENA VISTA HGTS ADD AMD 09/14/2018 $5,000,000 31149- Ii Qual on D05, multi -parcel sale 50FT LOTS 23 & 24 BLK 5 0385 1 - ESS E10FT TO CITY PB 3-22 01/01/1996 $995,000 17068- Deeds that include more than one parcel OT SIZE 50.000 X 100 1853 R 17068-1853 0196 2 - - - - -- - - -- - 11/01/1990 $01 1 JI 00000- Sales which are disqualified as a result of 00000 examination of the deed JI 11/01/1990 $150,0001 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 J Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hup://www.miamidade.gov/info/disclaimer.asp rsion: 3/5/2019 Property Search Application - Miami -Dade County r -� OFFICE OF THE PROPERTY AP Summary Report Iroperty Information olio: Iroperty Address: )caner failing Address 'A Primary Zone rimary Land Use 01-3124-020-1470 4444 N MIAMI AVE Miami, FL 33127-2626 14440 4444 NMA LLC !3921 ALTON RD #465 MIAMI BEACH, FL 33140 USA 3901 GENERAL URBAN 36 U/A LIMITED 10066 VACANT RESIDENTIAL: EXTRA FEA OTHER THAN PARKING -eds / Baths / Half 1i0/0/0 loors 10 I iving Units 0 .ctual Area IO Sq.Ft J;k iving Area 10 Sq.Ft djusted Area 10 Sq.Ft of Size 19,252 Sq.Ft County eE t !Multiple (See Building Info.) Exemption Value ssessment Information Taxable Value l ear � 2018 20171 2016 School Board and Value 1 $462,6001 $216,4521 $173,162 Exemption Value I I wilding Value ffi $67,646 $32,079 $32,142 Taxable Value ty F Value i_ _ $2,855! $2,0501 $2,074 c� arket Value $533,101 i $250,5811 $207,378 Exemption Value ssessed Value i Taxable Value i $244,205, $105,1731 $95,612 Regional enefits Information Exemption Value =nefit (Type f 2018 20171 2016 Taxable Value on -Homestead )Assessment apReduction 1$288,896 $145,408 $111,766 Sales Information Submitted into the public record for item(s) pZ,5 on 10/24/2019 , City Clerk Generated On : 6/5/2019 Taxable Value Information 1 20181 20171 20161 $01 $0 $0 1 $244,205; $105,173 $95,612 $Oj $01 $0 ! $533,1011 $250,5811 $207,378 i $01 $01 $0 $244,205! $105,1731 $95,612 1 - $01 $0 $0 $0 1 $244,205 $105,173 $95,612 Dte: Not all benefits are applicable to all Taxable Values (i.e. County, School Previous fOR I )ard, City, Regional). Sale Price Book- Qualification Description i ® I Page 1 fort Legal Description 09/17/2018 1 31155- IQual by exam of deed - 3 3-22 !$1,100,000' 2632 � ! JENA VISTA HGTS ADD AMD PL 04/28/2018 $332,500 30964- Trustees in bankruptcy, executors or 14 161615 guardians DRTION OF N47FT OF LOTS 23 & 24 . I SC -BEG NW COR OF LOT 23 TH 2 11/21/2011 $100 (79- Corrective, tax or QCD; min consideration 2744 1 17 OOFT N22.14FT TO PT OF - - 110/01/2004 1 22749- $O Sales which are disqualified as a result of 3025 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp sion: 3/5/2019 Property Search Application - Miami -Dade County Submitted into the public F THEPROPERTYrecord for items) PZ.S OFFICEAP on 10/24/2019 , City Clerk 'roperty Information olio: 'roperty Address: )wner Sailing Address 'A Primary Zone ,rimary Land Use ;eds / Baths / Half loors iving Units ,ctual Area iving Area .djusted Area of Size eE It - .ssessment Information ear i and Value uilding Value j F Value 1 arket Value i ssessed Value 1 Summary Report 101-3124-020-1470 14444 N MIAMI AVE Miami, FL 33127-2626 14440 4444 NMA LLC 13921 ALTON RD #465 MIAMI BEACH, FL 33140 USA 3901 GENERAL URBAN 36 U/A LIMITED 10066 VACANT RESIDENTIAL: EXTRA FEA OTHER THAN PARKING I0/0/0 10 10 I 10 Sq.Ft 1 10 Sq.Ft 10 Sq.Ft 19,252 Sq.Ft IMultiple (See Building Info.) l 20181 $462,600 $67,646 $2,8551 $533,1011 $244,2051 20171 $216,452 $32,079 $2,0501 $250,581 1 $105,1731 Generated On : 6/5/2019 Taxable Value Information 20161 School Board $173,162 Exemption Value $32,142 Taxable Value $2,074 City $207,378 Exemption Value $95,612 Taxable Value - Regional enefits Information Exemption Value enefit 1Type 1 20181 2017 2016 Taxable Value on -Homestead (Assessment 1$288,8961$145,408 $111,766 gales Information ap 1Reduction $0 $0 $244,205, $105,173 $01 $0 $0 $533,1011 $250,5811 $207,378 $OI $01 $0 $244,2051 $105,1731 $95,612 1 $0 $01 $0 1 $244,205 $105,1731 $95,612 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School 20181 20171 20161 County 3ard, City, Regional). Sale 1 Price( Exemption Value i 1 $0 Taxable Value ( 1 $95,612 20161 School Board $173,162 Exemption Value $32,142 Taxable Value $2,074 City $207,378 Exemption Value $95,612 Taxable Value - Regional enefits Information Exemption Value enefit 1Type 1 20181 2017 2016 Taxable Value on -Homestead (Assessment 1$288,8961$145,408 $111,766 gales Information ap 1Reduction $0 $0 $244,205, $105,173 $01 $0 $0 $533,1011 $250,5811 $207,378 $OI $01 $0 $244,2051 $105,1731 $95,612 1 $0 $01 $0 1 $244,205 $105,1731 $95,612 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School Previous I 1 OR ` 3ard, City, Regional). Sale 1 Price( Book- i Qualification Description ! i Page I hort Legal Description 09/17/2018 1$1,100,000I 31155- Qual by exam of deed B 3-22 2632 JENA VISTA HGTS ADD AMD PL 1 04/28/20181 $332,5001 30964- (Trustees in bankruptcy, executors or I 1614 guardians DRTION OF N47FT OF LOTS 23 & 24 27915- ESC - BEG NW COR OF LOT 23 TH 11/21/2011 I $1001 2744 1 Corrective, tax or QCD; min consideration 17 ' OOFT N22.14FT TO PT OF i $0 i 22749- �examination Sales which are disqualified as a result of 110/01/20043025 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: 6/5/2019 Property Search Application - Miami -Dade County Submitted into the public F THE ecord for item(s) PZ.5 OFFICE AlA _ on 10/24/2019 , City Clerk Summary Report property Information =01io: 101-3124-020-1000 2017 136 NW 42 ST property Address: Miami, FL 33127-2853 )wner 1 NW 42ND STREET LLC Aailing Address 3921 ALTON RD #465 ear MIAMI, FL 33140 USA 'A Primary Zone 0104 SINGLE FAM - ANCILIARY Taxable Value (UNIT Irimary Land Use 0081 VACANT RESIDENTIAL $133,084 VACANT LAND leds / Baths / Half 10/0/0 'loors 10 .iving Units 0 Lctual Area 0 Sq.Ft iving Area 10 Sq.Ft Ajusted Area 10 Sq.Ft of Size 17,200 Sq.Ft ear Built 0 Generated On : 6/5/2019 Taxable Value Information o a ene 1 s are app lca e o a axao e a ues (I.e. County, School Sales Information yard, City, Regional). Lim 20191 20181 2017 1 $01 County ,s moment Information 1 $145,8741 $132,6131 $120,558 Exemption Value ear 20191 20181 2017 Taxable Value and Value 1 $183,5421 $163,8771 $133,084 School Board uilding Value 1 $01 $01 $0 Exemption Value F Value $01 $01 $0 Taxable Value IarketValue i --1--- $183,5421 - -- -- $163,877 $133,084 City ssessed Value 1 $145,8741 $132,6131 $120,558 Exemption Value 11/19/2015 _ _ Taxable Value enefits Information Regional anefit (Type 1 20191 20181 2017 Exemption Value on -Homestead Cap 1Assessment Reduction $37,6681 $31,2641 $12,526 Taxable Value ote N t Ilk f;+ " bl t IIT ' i V I o a ene 1 s are app lca e o a axao e a ues (I.e. County, School Sales Information yard, City, Regional). Lim 20191 20181 2017 1 $01 $01 - $0 1 $145,8741 $132,6131 $120,558 $01 $0! $0 $183,5421 $163,877 $133,084 $01 $01 $0 $145,8741 $132,6131 $120,558 $0 $01 $0 $145,874 $132,6131 $120,558 consideration 11/19/2015 $325,0001 29910-2477 1Qual by exam of deed )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: — Previous j OR Book - Price Qualification Description hort Legal Description Sale 1 Pae g 03/14/2019 $425,0001 31370-2818 Qual by exam of deed 1 JENA VISTA HGTS ADD PB 3-22 )T 20 BLK 5 11/19/2015 $100 29910-2475 (Corrective, tax or QCD; min )T SIZE SITE VALUE consideration R 19464-4191 01 2001 5 1 Corrective, tax or QCD; min 11/19/2015 $100 29910-2476 consideration 11/19/2015 $325,0001 29910-2477 1Qual by exam of deed )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: 6/5/2019 Property Search Application - Miami -Dade County M Submitted into the public a OFFICE G THE PROPERTY AP record for item(s) PZ.5 _ on 10/24/2019 , City Clerk Summary Report 'roperty Information Generated On : 6/5/2019 =olio: 01-3124-024-0810 Qual by exam of deed i ,s sment information 'roperty Address: 10/01/2000 $oi 122 NE 43 ST Exemption Value ear 1 20191 2018 2017 Miami, FL 33137-3410 and Value $280,9041 )rvner ( NE 43RD STREET LLC School Board wilding Value Aailing Address $91,905 3921 ALTON ROAD 465 Exemption Value Taxable Value 3 $5,412' $5,4781 MIAMI, FL 33140 USA 00000 — --- --- arket Value 1 'A 10104 SINGLE FAM - ANCILIARY $319,034 ` Primary Zone f UNIT $115,5831 s• 'rimary Land Use 0101 RESIDENTIAL - SINGLE (FAMILY: 1 UNIT::M.: lexis / Baths / Half 13/2/0 +Regional loorS 1 20191 20181 2017 Exemption Value iving Units Taxable Value ,ctual Area $260,4251$262,704 I Sq.Ft ap Reduction iving Area 1Sq.Ft r,tsf Sales Information omestead Exemption .djusted Area 11,469 Sq.Ft Taxable Value Information of Size 5,000 Sq.Ft 20191 20181 2017 ear Built 'Multi le (See Buildin Info ) — - - p g Qual by exam of deed County ,s sment information 10/01/2000 $oi j Exemption Value ear 1 20191 2018 2017 Taxable Value and Value $280,9041 $280,9041 $267,528 School Board wilding Value $91,8881 $91,905 $45,962 Exemption Value Taxable Value F Value $5,412' $5,4781 $5,544 00000 — --- --- arket Value 1 ---- -- $378,204 — $378,2871 $319,034 City ssessed Value 1 $117,7791 $115,5831 $113,2061 Exemption Value , Taxable Value +Regional enefits Information anefit 1Type 1 20191 20181 2017 Exemption Value Taxable Value ave our Homes Assessment $260,4251$262,704 I $205,828 ap Reduction Sales Information omestead Exemption f $25 0001 $25 0001 $25 000 $50,0001 $67,779 $25,0001 $92,7791 $50,0001 $67,7791 $50,0001 $67,7791 $50,000 $50,000 $65,583 $63,206 $25,0001 $25,000 $90,5831 $88,206 $50,0001 $50,000 $65,5831 $63,206 $50,0001 $50,000 $65,5831 $63,206 i :coed Homestead I Exemption 1 $25,0001 $25,0001 $25,000 Previous 1 OR Price Book- Qualification Description ate: Not all benefits are applicable to all Taxable Values (i.e. County, School Sale Page 9 )ard, City, Regional). sort Legal Description LTMORE SUB PB 6-67 )T 10 BLK 5 )T SIZE SITE VALUE R 1"^11-0262 1000 3 03/15/2019 $498,000 31370- Qual by exam of deed 2794 10/01/2000 $oi 19331- — Sales which are disqualified as a result of 0262 examination of the deed 00000- Sales which are disqualified as a result of 10/01/1997 $01 00000 examination of the deed 00000- 02/01/1975 $29,900 Sales which are qualified 00000 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 -A=L Submitted into the public OFFICE OF THE PROPERTY AF record foritem(s) PZ.5 F on 10/24/2019 ,City Clerk Property Information =olio: Droperty Address: Summary Report i 101-3124-024-0100 14421 N MIAMI AVE Il Miami, FL 33137-2625 owner 14421 NMA LLC Nailing Address 13921 ALTON RD 465 MIAMI BEACH, FL 33140 USA 2A Primary Zone 15700 DUPLEXES - GENERAL 'rimary Land Use 0802 MULTIFAMILY 2-9 UNITS :2 LIVING UNITS 3eds / Baths / Half 13/2/0 doors ---- --- 11 .iving Units 2 lctual Area 11,685 Sq.Ft .iving Area 11,620 Sq.Ft kdjusted Area 11,642 Sq.Ft I .ot Size 15,092.5 Sq.Ft 1 'ear Built 11952 County is ment Information Exemption Value 'ea, 20191 1 2018 2017 Taxable Value .and Value 1 $226,4801 $226,480 $226,480 1 (School Board luilding Value 1 $102,4611 $102,4611 $51,230 Exemption Value T Value $431 $4361 $441 Taxable Value -- -- larket Value 1 $329,3721 $329,3771 $278,1511 City ,ssessed Value 1 $209,5151 $196,1381 $183,724 Exemption Value - -- -- - Taxable Value lenefits Information Regional enefit Type 1 2019 20181 2017 Exemption Value ave Our Homes Cap (Assessment Reduction 1$86,236 $87,7011 $63,671 Taxable Value on -Homestead Cap !Assessment Reduction 1$33,621 1 $45,5381 $30,756 Generated On : 6/5/2019 Taxable Value Information omestead1 Exemption 1$25,000 j $25,0001 $25,000 Sales Information 20191 20181 2017 1 $50,0001 $50,000 OR $50,000 1 $159,5151 $146,138 Book- $133,724 j $25,0001 $25,000 $25,000 1 $218,1361 $216,676 04/08/20191$507,300i $189,480 1 $50,0001 $50,0001 $50,000 1 $159,5151 $146,1381 $133,724 1 $50,0001 $50,0001 $50,000 1 $159,5151 $146,1381 $133,724 econd Homestead !Exemption 1$25,0001 $25,0001 $25,000 OR ote: Not all benefits are applicable to all Taxable Values (i.e. County, School Previous Sale Price Book- i Qualification Description oard, City, Regional). Page 1 - - 04/08/20191$507,300i 31402- �QUaI by exam of deed hort Legal Description 3973 ILTMORE SUB PB 6-67 10/01/2005 11$375,0001 23958 Sales which are qualified DT 12 LESS W1 OFT BLK 1 11$375, I 1019 DT SIZE 52.50 X 9721377- R 21075-3800 03 2003 4 05/01/2003 $118,450 3195 !Sales which are qualified Of" 158-1019 10 2005 1 i 21075- (Sales which are disqualified as a result of 03/01/2003$0 1 3800 1 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 J Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hUp://www.miamidade.gov/info/disclaimer.asp -sion: 6/5/2019 Property Search Application - Miami -Dade County Submitted into the public - OFFICE F THEPROPERTY record for item(s) PZ.5 A on 10124/2019 City Clerk Summary Report Property Information =olio: 101-3124-020-1260 2roperty Address: 1 NW 44 ST 20171 Miami, FL 33127-2611 Owner 1 NW 44TH STREET LLC Mailing Address 3921 ALTON RD 465 Exemption Value MIAMI, FL 33140 USA �A Primary Zone 3901 GENERAL URBAN 36 U/A Taxable Value LIMITED 'rimary Land Use 0802 MULTIFAMILY 2-9 UNITS :2 School Board LIVING UNITS 3eds / Baths / Half 4/2/0 :loors 11 .iving Units 2 \ctual Area 1,697 Sq.Ft .iving Area 1,458 Sq.Ft ldjusted Area 11,548 Sq.Ft .ot Size 16,700 Sq.Ft 'ear Built Multiple (See Building Info.) U sment Information $0 'ear 1 20181 20171 2016 .and Value $335,0001 $335,000' $268,000 luilding Value 1 $83,9321 $83,9481 $84,653 ;F Value $3,0381 $3,0751 $3,111 larket Value 1 $421,970! $422,0231 $355,764 ,ssessed Value 1 $421,9701 $391,3401 $355,764 lenefits Information $421,9701 enefit Type 1 20181 20171 2016 on -Homestead Cap 1Assessment Reduction 1 1 $30,6831 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School card City Regional) Generated On : 6/5/2019 Taxable Value Information 20181 20171 2016 County Previous Exemption Value $01 $01 $0 Taxable Value $421,9701 $391,340 $355,764 School Board 1 page Exemption Value 1 $01 $0 $0 Taxable Value $421,9701 $422,0231 $355,764 City 0243 Exemption Value 1 $01 $01 $0 Taxable Value 1 $421,970 $391,3401 $355,764 Regional 09/01/20041 $166,000 Sales which are qualified Exemption Value $01 $01 $0 Taxable Value $421,9701 $391,3401 $355,764 Sales Information 1 1626 examination of the deed OR Previous hort Legal Description Sale Price i Book- Qualification Description 1 page VENA VISTA HGTS ADD AMD PL I 1 31414- 8 3-22 04/15/20191$1,157,4001 Qua! by exam of deed 0243 OT 1 LESS N1 OFT & LESS El OFT FOR 05/27/2015 $540,0001 9 1 255$ Qual by exam of deed 1W BLK 7 OT SIZE 50.000 X 13422679- 09/01/20041 $166,000 Sales which are qualified 3956 09/01/20041$0 22842- Sales which are disqualified as a result of 1 1626 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 J Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp -sion: r property Information Property Search Application - Miami -Dade County OF THE PROPERTY A Summary Report Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk Generated On : 6/5/2019 01io: 101-3124-020-0951 property Address: 184 NW 42 ST' Miami, FL 33127-0000 )caner 184 NW 42ND STREET LLC nailing Address 20000 NE 15 CT MIAMI, FL 33179 USA 10104 SINGLE FAM -ANCILIARY ' 'A Primary Zone 1UNIT 10101 RESIDENTIAL -SINGLE 'rimary Land Use 1FAMILY:1 UNIT { Serfs i Baths / Half 3/ 1/ 0 r loors 11 1 .iving Units actual Area 12,097 Sq.Ft ~ 20 re; iving Area 11,608 Sq.Ft .djusted Area 11,872 Sq.Ft Taxable Value Information of Size ;7,200 Sq.Ft 1 20191 20181 2017 ear Built 1915 County Exemption Value 1 $01 $0 $0 ,s �ment Information Taxable Value 1 $275,6691 $250,609 i $227,827 ear 1 20191 20181 2017 and Value 1 $183,542 $163,8771 $133,084 School Board i uiiding Value 1 $94,8031 $95,5331 1 $96,264 Exemption Value 1 $01 $01 $0 ' Taxable Value 1 $278,8491 $259,9201 $229,864 F Value 1 $504' $510 $516 ------- City larket Value 1$278,8491 $259,9201 $229,864 Exemption Value I $01 $01 $0 ssessed Value 1 $275,6691 $250,6091 $227,827 I ' Taxable Value 1 $275,669' $250,609 $227,827 enefits Information ( Regional enefit 1Type 1 20191 20181 1 2017 Exemption Value 1 $01 $01 $0 on -Homestead Cap 1Assessment Reduction 1 $3,1801 $9,3111 $2,037 Taxable Value 1 $275,6691 $250,6091 i i $227,827 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School Sales Information yard, City, Regional). Previous Sale j OR Book - Price Qualification Description 1 Page hort Legal Description I 1 Corrective, tax or QCD; min JENA VISTA HGTS ADD AMD PL 04/02/2015 $1001 29568-1020 i � consideration 3 3-22 DT 14 SLK 5 .03/17/2015 1$400,0001 29552-2646 Qual by exam of deed 1 DT SIZE 7200 SQ FT M/L 03/17/2015 1 $100 29552-2648 Corrective, tax or QCD; min consideration 11/05/2014 $100! 29385-3592 (Corrective, tax or OCD; min consideration 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 fvi ami -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 Submitted into the public W"'� OFFICE OF TPROPERTY AFitem(s) record for pZ,S on 10/24/2019 , City Clerk Summary Report )roperty Information Generated On : 6/5/2019 of io: 101-3124-020-1123 �] 'roperty Address: 14201 NW 1 AVE If Miami, FL 33127-2863 )wner 14201 NW 1ST AVENUE LLC +/ailing Address 20000 NE 15 CT (MIAMI, i S FL 33179 USA 'A Primary Zone 10104 SINGLE FAM - ANCILIARY UNIT _ �'' I 10101 RESIDENTIAL -SINGLE rk►r: r i t ' y r,l{ 'rimary Land Use 1FAMILY: 1 UNIT lads / Baths / Half 11 / 1 /0 loors 11- iving Units 1 p�t' ,ctual Area 1904 Sq.Ft 1 iving Area 1768 Sq.Ft .djusted Area I 1733 Sq.Ft Taxable Value Information of Size 115,840 Sq.Ft 1 1 20191 20181 2017 ear Built 11924 County ,s moment Information I Exemption Value $01 $0 $0 ear 20191 20181 2017 Taxable Value 1 $396,1461 $451,913 $410,830 and Value { $403,1921 $360,5291 $292,786 School Board i uildin Value g 1 $36,503 $136,0681 $136,125 Exemption Value 1 $01 $0 $0 { F Value 1 1 $2,547 $2,587 $2,627 Taxable Value i $442,8421 $499,1841 $431,538 ----- arket Value —1 - ---- ----- $442,8421 $499,18411$431,538 - City Exemption Value 1 $0i1 $0 $0 ssessed Value 1 $396,1461 $451,9131 $410,830 Taxable Value 1 i $396,1461 $451,9131 $410,830 enefits Information Regional -- anefit 1Type - - - 20191 20181 2017 Exemption Value $01 $0 (r0 on -Homestead Cap 1Assessment Reduction $46,6961 $47,2711 $20,708 Taxable Value $396,1461 $451,9131 $410,8301 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School Sales Information )ard, City, Regional). - - - - - - - _.. .. - . _- Previous Sale 1 Price/ - OR Book -Page - -- - - - 1 Qualification Description 1 hort Legal Description 03/05/2015 1 $480,0001 29529-1032 Qua] by exam of deed 1 B 3-22 02/26/2014 1 $225,0001 29057-2832 I Qual by exam of deed 1 JENA VISTA HGTS ADD AMD PL 09/01/2005 ; $355,0001 23770-4447 1Sales which are qualified 1 QTS 11 & 12 BLK 6 07/01/2004 1 $240,0001 22570-4761 1Sales which are qualified 1 DT SIZE 110.000 X 144 R 17990-2718 0298 1 -if 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 Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp sion: LEGAL RECYCLED PAPER TO REORI)F;R CALL 954-846-9399 n G N n in c� n iMessage Fri, May 17, 5:44 PM William W. Riley, Esq. Greenspoon Marder ILL 600 Brickell Avenue, Suite Miami, Florida 33131 Telephone, 305.789.277(1 Ex�... ,-- Email: W.Rileyftmlaw.com y COM�I�IN) MEETING- ` When: Wednesday, May 22, 2019 at 630p - Where: Harry's Pizzeria 3918 N Miami Ave Miami Florida AGENDA 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 iq school. it's a place for children to be empowered with emotiopal intelligence, business mentorship and healthy g 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 Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk O< O p O O CD �_ 3 3 OO- cc to 0 CD. W. C<D CD 1 ' CD O — < CD �O �•O O CD CD � -. �' Q O D n CD D • CD O 0 O - • - • - • .-+ -� n O w -s w -r -n CD - �, �- �, CD =. O C n O 0 O C(D CSD O �. cn Q CD Q CD Z3 0.3 -� ' 0 77 CD 3 r4 f4 CD � O O � CD Sc O to CD !; r+ � .-t• CD -� -h CD. w CD < O r_+ CND O0 CDD m r+ r -t• CD O < CD Q r -f• -s r+ cr to 3 o- r,. O (o CD CD (D CD -. (n CD �- 0 :7 O O CD CSD r -f• n' O =T (n. Q -0�_- C O Q- (n CD 3 �- �- r+ -� tii�-�- n r -t• —. O — • CQ -� -+, V) 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. Submitted into the public Sat/ Ma y 25, 4:34 PM record for item(s) PZ.5 on 10/24/2019 , City Clerk They are Not communicating ano neither are you, enjoy When I scheduled a meeting for your client they decided to do there on and as far as I arra 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 Send me a copy of that message This is what I Have 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 Submitted into the public record for item(s) PZ.S 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 iny our 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 vour to -be scheduled 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 encourag'ed)'I to attend ours. You're incorrect send me the copy Of your accusations your client did not corn unicate withme an as you said before they did not 9 coordinate will o you so pie ce stop with the incorrect accusations send rye a copy please. 1 have not heard from your client. Only the r rnnoznnnrllenc� bntrn/rn®n Nisi i nnA � I �v��e ®h�ee�a I � >�LVV��I ! Y 1—iI 9�9 your associate Lorena. WX Submitted into the public record for item(s) PZ.S on 10/24/2019 , City Clerk Your assumption is incorrect Lorena is not my associate. Why to you constantly feel the need to impugn thecharacter of others? That's not mice. 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? Oh great! Thank you. I look forward to receiving the invitation and to speak with you further. I really appreciate it. JIZ L E GAL RECYCLED PAPER TO REORDER CALL 954-846-9399 S14F SUPPLIESo-V FlanY Sat, May 11, 2:44 PM Submitted into the public Yes record for item(s) PZ.5 on 10/24/2019 , City Clerk Mon, May 13, 8:44 AM pdf I v 4136 N Miami- Revised- 5-... Not Delivered Thu, May 16, 11:09 AM Thu, May 16, 12:45 PM We will have a location for you by later? Can I call you Submitted into the public Yes record for item(s) PZ.5 on 10/24/2019 , City Clerk Mon, May 13, 8:44 AM pdf I v 4136 N Miami- Revised- 5-... Not Delivered Thu, May 16, 11:09 AM Thu, May 16, 12:45 PM We will have a location for you by ? L Cor ect names 0 Submitted into the public record for item(s) PZ -5 Yes. Give me 5 minutes please. on 10/24/2019 ,City Clerk Ok6y] Buena V.4ta-Meights Association Buena Vista East Historic Neighborhood Assoc. "Bringing Unity to the Community" COMMUNITY MEETING, When: T . 1`iursday, May- 0,- 2019 Where: Th P* Courtney Building 4100 N Miami Avenue, Secohd Floor, Miami. FL 33127 Time: G:30 p.m. AGENDA. chcol at N. Miami Ave and .NW42...' An introduction of the new pes fits ander_ A. Come meet their team and learn about the bene -H v will bring to the Buena Vistaa, 'rr t Here is a draft Submitted into the public Resp®ns�bilities? Maybe record foritem(s) pZ.5 commitment? on _ 10/24/2019 ,City Clerk m��t��t .� I U:�GLLUI :1GULLUt ;tUnLILCUi AdUULLUt ACIOULCU( AGbVLCU( AAIJdLCtJi AMM ")T ROH,, Subtle fm Emphasis Intens -f ., strong Quote Intense Q.. Subtle Ref... Intense tie... "J i Sl�elts YA i ` trI I 9 r 1 r 2 e 3 ( .. CENTNER ACADEM 54 Invites YOU and Your NEIGPE COMMUNITY MEETING When: Thursday, May 30, 2019 Where: The Courtney Building 4100 N Miami Avenue,'' -Second Floor, Miami, Ft 33127 Tirrte:' ` 6.•30 p.m. AGEN-DA �33 '3 An introduction of the new preschool at N. Miami Ave ant! 61 A Come meet their team and learn about the commitments they wiliatring e R A. - —111— 1— —1-'-- --