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HomeMy WebLinkAboutBack-Up DocumentsmGreen bergTraurig March 25, 2020 Via Hand Delivery and Email Iris V. Escarra Tel. 305-579-0737 Fax 305-961-5737 escarraiCDptlaw.corn Juvenal Santana, Jr., P.E., CFM Alice N. Bravo, P.E. Deputy Director Director Department of Resilience and Public Works Department of Transportation and Public Works City of Miami Miami -Dade County 444 SW 2nd Avenue, 8th Floor 701 NW 1St Court, Suite 1700 Miami, Florida 33130 Miami, FL 33136 Re: Modification to Zoned Street Right -of -Way Width of Northeast 1St Avenue between NE 51h Street and NE 6th Street and between NE 10th Street and NE 12th Street Dear Mr. Santana and Ms. Bravo: On behalf of our client, 6 Plaza, LLC (the "Applicant"), owner of the property located at 530 NE 1st Avenue, Miami, Florida (Folio No. 01-0106-030-1012), we respectfully request that the City of Miami (the "City") amend Section 54-190 of the City Code of Ordinances to modify the zoned right-of-way width for the segment of Northeast 1st Avenue between NE 5th Street and NE 6th Street and between NE 10th Street and NE 12th Street to 70 feet. The original zoned right of way width of NE 1st Avenue between NE 2nd Street and NE 14th Street was 70 feet. On September 12, 1985, the Miami City Commission adopted Ordinance No. 10031 designating a zoned right-of-way width of 95 feet for NE 1st Avenue between NE 5th Street to NE 12th Street. The purpose of Ordinance No. 10031 was to reserve additional property in anticipation of future widening as required by the recently adopted Southeast Overtown/Park West Redevelopment Plan. Since 1985, the Southeast Overtown/Park West Redevelopment Plan has been amended and no longer requires a 95 -foot -wide right of way along this segment of NE 1St Avenue. Additionally, the zoned right of way width for the segments of NE 1st Avenue located between East Flagler Street and NE 5th Street; between NE 81h Street and NE 9th Street, and between NE 12th Street and NE 15th Street, were previously reduced to 70 feet.' Additionally, the portion of Northeast 1st Avenue between NE 5th Street and NE 6th Street includes the historically designated structure known as Central Baptist Church, a portion of which is located within the current zoned right of way of NE 1st Avenue, and which is currently undergoing a multimillion dollar restoration. These segments of NE 1st Avenue were never constructed to the full 95 foot width. However, the City Code has not been amended to reflect this reality. As of today, any I Please note that the segment NE 1st Avenue located between NE 61 Street and NE 11th Street is located within the area known as Miami Worldcenter which is subject to its own zoning and development regulations. GREENBERG TRAURIG, LLP ■ ATTORNEYS AT LAW ■ WWW.GTLAW.COM 333 Southeast Second Avenue 0 Miami, FL 33131 0 Tel 305-579-0500 0 Fax 305-579-0717ACTIVE 49515042v2 Juvenal Santana, Jr., P.E., CFM Alice N. Bravo, P.E. Amendment to NE l st Avenue Zoned Right -of -Way Width March 25, 2020 development on either side of this portion of NE 1St Avenue effectively requires a 47.5 foot right- of-way dedication even though: (1) the Southeast Overtown/Park West Redevelopment Plan no longer contemplates the widening of NE 1St Avenue; (2) the zoned right of way width for other portions of NE I" Avenue has been reduced to 70 feet; and (3) a segment of NE 1St Avenue cannot be widened because of the location of the historically designated Central Baptist Church. Based on the reasons summarized above, the Applicant has inquired about a proposed amendment to Section 54-190 of the City Code of Ordinances to modify the zoned right-of-way width for the segment of NE lst Avenue between NE 5th Street and NE 6th Street. After these initial inquiries, the Client respectfully requests that the City amend Section 54-190 of the City Code of Ordinances to modify the zoned right-of-way width of the relevant segment of NE 1St Avenue to its original 70 -foot width. This modification will permit the Applicant and other property owners along this segment of NE 1St Avenue to redevelop their properties in a coherent and pedestrian friendly manner which will contribute to the revitalization of the Urban Core. Enclosed please find the following documents for your review in connection with this request: 1. Ordinance No. 10031 2. Proposed Ordinance amending Section 54-190 of the City Code of Ordinances We look forward to finalizing this amendment to Section 54-190 of the City Code as soon as possible. Should you require additional information or have any questions, do not hesitate to contact me at (305) 579-0737. Sincerely, Iris V. Escarra Enclosures GREENBERG TRAURIG, LLP ■ ATTORNEYS AT LAW ■ WWW.GTLAW.COM 2 W March 25, 2020 Juvenal Santana, Jr., P.E., CFM, Deputy Director Department of Resilience and Public Works City of Miami 444 SW 2nd Avenue, 8th Floor Miami, FL 33130 isantana@miamigov.com TRANSPORTATION AND PUBLIC WORKS Office of the Director Overtown Transit Village 701 N.W. 1st Court • 17th Floor Miami, Florida 33136 Tel: 786-469-5406 Fax: 786-469-5587 Re: Modification of Zoned Street Right -of -Way Width for Northeast 1St Avenue between NE 51h Street and NE 6th Street and between NE 101h Street and NE 12th Street Dear Mr. Santana: Please accept this letter confirming Miami-Dade's Department of Transportation and Public Works' (DTPW) support for the above referenced request to modify the zoned right-of-way width for the segments of Northeast 15YAvenue located between NE 51h Street and NE 61h Street and between NE 101h Street and NE 121h Street to 70 feet. We have met and discussed the request with the representatives of 6 Plaza, LLC (the "Applicant") to review the proposal. We understand that the Southeast Overtown/Park West Redevelopment Plan no longer contemplates the widening of NE 1St Avenue, the zoned right of way width for other portions of NE 1s' Avenue has been reduced to 70 feet; and that a segment of NE 1s' Avenue cannot be widened because of the location of the historically designated Central Baptist Church. If you have any questions, please contact Miguel Soria, P.E. at 305-375-2130. Sincerely, (/� oe, 3,z aw0 Alice N. Bravo, P.E. Director C: Frank P. Guyamier, P.E., Deputy Director, DTPW Miguel Soria, P.E., Assistant Director, Highway Engineering, DTPW T59.83 22so'Lr +44.09 +67.47 450'Lr IWATCHLINE 8 (SEE PLAN SHEET SS395-30) 48 +53.92 15 2632' E 23 43.5LT 1 +8 7J LA R/11V LANE -�� SL -17 X - - � CR -C 35.94'LT Rq Q 553 LA R71N LINE " X,�d CR -H _REMOVE 'pI - �,-�. i. c �LI .I PAVEMEIV'F, - U rvgj1 + .32 23.SJ'LT 8r ,� NC. TYPE F LNG E COSW KK ` �` CURB -AND 57Q �Q COQ 553+54/-1 �^- _ c SIDEWALKS r 888oT +73.09 - oe +09.27 �- O � LT a _ T 1 DEo RS O 111 4W PC STA. 10+00.00 MSO TYPE F LtssL c pVo 43.591T+97.39 _ 9840 -- CR -H 25.18LT 2 36 ,T I, +893 " as CR -D 32.87'RT_.. +7D.8A 4 CONC. SWK. cc U �F-= - O / 43 - ix BEGIN NEN CONSTRUCT©IN >> 3 95//N +457 3 41 ! -A�- HU AU " STA. 9+70.01, NE 11TH TER ART R G\' LAK_ Nc! St n F x I t3 k- - END ILLING I& RESURFACING ° ° \ 2J !% LA k/IiV LINE L� BEGI FZ1 C9N_5 RUCTION Q S X � I w,? \� �• L<` cDNC. SVIK +9b 3 STA. X773+34.93,�1V IIIA AVEn "_ _ !n L 37 / \ c B'r �p -F -LA R/Vl LINE ICUNC. SINK..., 1+7S.53 C W W 3q ` NE 11TH TEP, 'N ys 27�12'R +68,52 39'LT W CONC. SK. 22.36'RTC'y�P _. 22 ( +815 94 t' 'o CRyL y � QQ 4ti Oo'LTLLJ TYPE F C&G � m +70.40 0.015 14.87 +74sn � p TYPE F COG 23.89'LT LA R/W LINE TYPE F C&G 0.00 ' LT M 16 U N MIA AVE+73.74 S0" E +36.74 'RT 0.001T CR D�/ k" �' - _ 2O9 F M R/W LINE �` k a -',-� r,,, LA P,/VII LINE �`� +B 1ST - - X V 14.64'LT.�;. r O6L 2r i - � 0 18.06 LT _ +00.01 '' c __y �y IQ R/W LINE 4 26.06'LT l ` P./IN LINE II� i� III+94.59 ,� �` m � T +82.45 � K x 19.2f, T M - R: 27.45 LT � r +94 59 -Lu � � \ � Z ]86TLT F CL NE ]7TH TER W w 6, _ 392 LT'S` ��r� +38.22 LEGEND STA ]5+37.52 a 74.12'RT CL NE IST AVE .} CONC. SINK +7640 s,:--�" 3923LT `' '. +n o3 NE 11TH TERRACE STA 212+1261 44.1-` `. 4412'?T ® pENOTES PAVEPAENT REMOVAL END MILLING AND RESURFACING II z -- TY F c&c Q J - °a ¢e• BEGIN RECONSTRUCTION 0�� 0 DENores REcoNsrRucnopl H/VV LAVE R/W LINE STA. 2]]+82.47, NE IST AVE est - _ w DENOTES MILLING 6 RESURFACING NE ]ST AVE 5.2 RT BEGIN MILLING AND RESURFACING h ^ +005367 -H 795.5 Rr >� BEGIN MILLING & RESURFACING DENOTES CONCRETE StDEINALK MATCH EXIST. ROADWAY it MATCH EXIST. PAVEMENT STA. 210+17.56, NE IST AVEx R/6 LIN'- Z fT i J V o NOTs PROPOSo PIER = STA. 171+04.64, N MIA AVE f R/W LINE O •. - M ac I.� o� ° REVISIONS JESSICA G. BLOOMFIELD, P.E. P.E. LICENSE NUMBER 6642] METRIC ENGINEERING, INC. &'Tri TE OF FLOXID-4 dJdI.�.ATc d'lN&'.F-d' �N '9'FZ.4N: e�i➢A2P:99'TDN SHEET NO. DATE DESCRIPTION DATE DESCRIPTION 13940 SIV 13ti[h STREET - SUITE 200 ]��y ]]//Q�RS( Y PLAN q ![4� �g/ yyy� JL ![���`IldN ROAD N0. COUNTY FINANCIAL PROJECT ID SS395-29 SR 836 MIAMI-RADE 251688-1-52-01 MIAMI, FLORIDA - 33186 CERTIFICPTE OF AUTHORIZATION 00002294 END RECONSTRUCTION END MILLING & RESURFACING STA. 129+73.13, � NW 13TH ST E 14ATCH EXIST. PAVE14ENT STA. 195+15.00, C NE MIA CT END MILLING & RESURFACING j MATCH EXIST. PAVEMENT _STA. 178+58.71, f N MIAMI AVE +09.77 1 I G7" 4d +b215" 5� END RECONSTRUCTION BEGIN MILLING & RESURFACING STA. 193+09.77, � NE MIA CT q 2 srA a 6+00.00= I BEGIN RECONSTRUCTIONVla � STA. 217t7938 0 10 M ] 4. LT STA. 130+15.25, � NW 13TH ST E +en s7 � ' � /I 25.9 nor 14ATCH EXIST. ROADWAY I I STA. 218+09.93, � NE IST AVE G R/W LINE '+ 97.74 � LRNE +28.2] CL NW 13TH ST E +1179 1 '� tt L'i'2fi +77.38 15. 'LT 1s.ti0'L x x x - "Ia, - T L' �x _____ ���_:• _ -�� 9 (, 131 132 \w - IV ST 48 39" E STA. 132+9267 LA R/VV LINE ]9.: %'OT STq +20.56 CR -C 19172' "T CR -E Q Z Lu P. _- r�- o W '^ .00'LT P +37.]0 x .R f �X 1i• U) h + ISa R I w Q TYPE FC&G a Z^z ¢ - � +37.4 37.25 END RECONSTRUCTION BEGIN MILLING & RESURFACING STA. 193+09.77, � NE MIA CT q 2 srA a 6+00.00= END RECONSTRUCTION BEGIN RECONSTRUCTIONVla 7 4 STA. 217t7938 0 10 +5977 Por srA. 21 STA. 130+15.25, � NW 13TH ST E +en s7 � ' � /I 25.9 nor 14ATCH EXIST. ROADWAY I I STA. 218+09.93, � NE IST AVE G R/W LINE '+ 97.74 LrY +28.2] CL NW 13TH ST E +1179 rn 1 6 - +77.38 15. 'LT 1s.ti0'L x x x - "Ia, - T END rN NW 13TH ST EBEGIN RECONSTRUCTION STA. 132+42.67= NE N IIIA14I CT MATCH EXIST. ROADWAY 51A. 192+s2.s1 STA. ] 16+00.00, NE 13TH ST +09 "POT �x _____ ���_:• _ -�� 9 (, 131 132 \w - IV ST 48 39" E STA. 132+9267 LA R/VV LINE ]9.: %'OT STq +20.56 CR -C +3530 o NE 13TH STREET 1s.00'R-- CR -E Q Z 573 sQ _- r�- 71 3 W .00'LT P +37.]0 x .R f �X 1i• \fl' 25.78'4T ISa x IV E IST AVE 1.2 TYPE FC&G -.Pg. _-__-_ _ �5 � _ -----_ __ 22.50'RT 6' CONC. SWK. CLOSE EXItiTI'VG P0.4DWHY 'dp: L A R/W LINE, _ 'EI'4OVE EYISTING PAVEMENT c m CURES AND SIDEIIVALK m • +25.98 TYPE F C&G +77.60 CL NE MIA CT 36.00'L 11.221TL4 R/VV LINE 78.67 LTz - '57 BEGIN I4IILLIN', FACING - �6 +74.6, END REC NSTRUCTION LA R/W LINE a + z + z2so'Rr STA. 177116.37, N IuIIANI AVE 00o'R o. R -H +23.10 BEGIN EW CONSTRUCTION 75rq r�T IS$ 3s.6sLr 51A. 75 +18.26, � RAMP E �Ll x x LEGEND F3 TYPE F C&G - E +74.04 3S.G5'LT CR - RAMP 7Si 6145 it 6' CONC. SWK. � Hy +66. ® DENOTES PAVEMENT RENUVAL DENOTES P.ECONSTRUCTION -a4 Q 204 - +43.04rn N z W Q 756 +35.78 55 gVL7 BEGIN JIE 13TH ST srA a 6+00.00= UT CUTS fL NE 75 PVE 7 4 STA. 217t7938 0 10 50 Feet /I CR I I -LA R/W LINE Q '+ 97.74 LrY r0o'Rr rn 1 6 - o� _ p CRE +41 76 T1. u04. W zJL, 25.77'RT +57 _ CR -C i CR -E Q Z 573 sQ ' b 001 r�- 71 3 W .00'LT P +37.]0 W \fl' 25.78'4T ISa x IV E IST AVE >> �- 7_ 1.93CR- ' + -. u is 1, -IT u 1 � 6' CONC. SWK. S. UT CUTS 0.79'RT 7 4 755 CR -LA R/W LINE Q R 22 +3 _ � g _ CR -C i 452 C' T •:-.,. -. .. -. - - ... - ---- --��- R � AIYPE b LO VVK 'U c. 5 x IV E IST AVE >> 0 67 Ll +28. 78.67 LTz - j�k� - P./W LINE LA R/W LINE a x 6' COIVC. SWK. 75rq r�T h Q �Ll x x LEGEND 6145 it 6' CONC. SWK. 2 2 0' RT ® DENOTES PAVEMENT RENUVAL DENOTES P.ECONSTRUCTION -a4 -- -- +63.55 22.77'LT p - N z W Q ,I J z O I DENOTES MILL/AIG &RESURFACING _ AV E X I :- + LA R/V/ LINE �,3g5 /MALA R DENOTES CGNCRETE SIDEWALK Q PROPOSED x �k\x TYPE F C&,,LA z.' / l'/�© CAUS�w DENOTES SER RMLINElA 6L CONC. SINK x � ^ 6'rCONC. SWK. AY ` _ _ X TYPE F CEG cel LA ft/IJV LINE (7X\XI --- PI STA. 174+'69.16 --- -I 19.5' 22, c- MATCHLINE 8 (SEE PLAN SHEET 55395-29) 22.P 25.9' REVISIONS JESSICA G. BLOOMFIELD, P.E. P.E. LICENSE NUMBER 66 '27 &'TATE OF FL OXID-4 dJdI.�.ATc d'lN&:h-d' �N '9'FZ.4N: e�i➢A2P:99'TCN SHEET NO. OATS DESCRIPTION DATE DESCRIPTION METRIC ENGINEERING, INC. 13940 SIV 136[h STREET -SUITE 200 ROAD N0. COUNTY FINANCIAL PROJECT !D $$yy ,nn mm PLAN lL1� `Il!(���A Y J!-�s�y Ty MIAMI" FLORIDA - 33186 CERTIFICATE OF AUTHORIZATION 00002294 SR 836 Mf 251688-1-52-Oi 11 ,0 t Fl11-1553-8_a S.S 39Jr-.2i� INATCHLINE 11 (SEE PLAN SHEET SS395-32) LA R/vv L NE CLO 0. RO AY AND A R/w LyNEf k` \ r PE E c&c` R 0 EXISTIN AVEMENT, I c I I� CLOSE EXIST. ROADWAY AND c8 SIDE KS VIIIC' �REMOVE EXISTING PAVEMENT, CURBS AND SIDFWALKSr �� 0 10 50to -- — — -- -- --- -- — f -- -- — a'� a'�. L \' Fget W LLJ LA W_X_x —X -X- C, x x cxx •r �C Z c In 6' CONC. SINK. \ J \ ® 1{uX c + 24 W+73.47 CyLARH LINET' 55� 55.94'L 7, 3 TYPE ` CG c& +74.86 +57.77L i—' �9 7 r �«.17.14'LT } ` W 360D'LT 4404'LT v �>�' - . c TYP C&G a.32_ LA R W c 6" CONC. sill K. I tix r.. +42.53 RM LINEI-L65LT k� LLJ +74.86 ~ +25.85 +2286 NE 11TH TERRACE] z L 23.94'LT _ L2 NE. 11Th TER 24.00'LT 8.92 ],7 1 R - 19 N 87` 36 2 — _.. — _ — _ _ _ � �� . s �,� :, I _ s ���� >•-- a z a� RIS ��'" �.� yn � '� s F' r'6_'`�.., CR Fet �l I - L.1 Q Q QQ Q Q —X� } � R/LV LINE i} +29.69 52 ] ' fL NE 11Th' TER _ xI LA R/VV LINE ^ U.UO +42.5 )� 1715RT r x5 �x - J EXIST. 51/V K. TO REI'44IU Q 1C97 LT \ ; ''# y7�. SEAN1� OOOOI Th' TER / — •� _ 'T '5 mow' fL NE 2ND WE STA. 252+02.83 I Ff FNI) - 1 -NT^.. '• +55.82 END fL NE I ITH TER ® DENGTES PAVEMENT REMOVAL END RECON.STRU TION d 72.367 STA. 20+90.98= 4"S NE 2ND AVE NE 2111 LVF BEGIN MILLING RESURFACINGSTI. 251+98.25 ® DENGTES RECON' STRUCTIOIJTER STA. 20+75.25, NE 11TH TER64a4 ,y DENGTES WILLING & RESURFACING12.UZ'LT K —R/W LINE DENOTES PAVEMENT WIDENING. PN BEGIN MILLING & RESURFACING DENOTES CONCRETE SIDEVr4LK LA R/W LINE to . Rn/v ufJE MATCH EXIST. PAVEMENT Q DENOTES PROPOSED PIER r, STA. 250+13.42, � NE 2ND AVE N REVISIONS JESSICA G. BLOOMFIELD, P.E. &'Tri TE OF FLOXID-4 OATS DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 66427 SHEET dJdT.�.ATc d'lN&'.F-d' �N '9'FZ.4N: e�i➢A2P:99'TDN NO. METRIC ENGINEERING, INC. $$yy ,,nn T� ,^ PLAN y �n 13940 SIV 136[h STREET - SUITE 200 ROAD NO. COUNTY FINANCIAL PROJECT ID R0 `1 D MA Y /l LA MIAMI, FLORIDA - 33186 SS395-31 CERTIFICATE OF AUTHORIZATION 06002294 SR 836 MIAMI-DADE 251688-1-52-01 14 11 - p i,,, r1,h 0 07774— pNR�55395G9a r R/V/ LINE RX LINE RIP LINE R/IN LUNE END RECONSTRUCTION MATCH EXIST PAVEMENT Por STA. 258+42.781 STA. 232+83.57, NE IST CT N o 10 50 END RECONSTRUCTION o Y 1s' STA. 121+50.13, NE 131H ST II_� Q-° ''� VE� Feet NE 13TH ST Q / II R/Vl LINE u R/Vl LINE x—T NE ' 3TH ".. rn N B� Ln JV 97" 51' 13; E .� 122 1 1 -- I — =1 m f" -3G !M "' - NU" E' PUT SIA .- 121+50.2 7.o +o 4 -N �T S'0'3l' E R 82 NE 13TH STREET - - - — rc M Rr —� -- --- — — W ..-�.'- M 7 2 763 —_ _ — W CR L4 ;/W LINE LLJ _ 761/� — _ z +o8.9s (LAMP E Ty z z 26.77 RT 760 6' CONC.SW K. +2205 RT �I T h RAMP E w - +3672 3.97RT w +05 8B +3zs6�r 5 I END MILLING AND RESURFACING w Lu TYPE F,C&G a°./s'Rr "'z l STA. 257+19.12 F NE 2ND AVE w y ENO 51 DEli6 ALK CONST. CONNECT TO EXISTING, O 257+01 23, 35.61' LT +11.01 �`*� J� �� I M ti 21.68'LT 5 ,�' n _ +sz.do —�—u-- LL_I—LL_u_LLL—L LA R/W LINE yX > 22.5]'RT � - 4- w A R/uu uNE w 2 +012 z L I J 2 U 3G 3G a LA R/W LINE11 11 11 1 S T NE IST CT -k +09.40-1-L--L-1---LL-L1-I--- ----- -------- 22.72'RT I w 1 1 NE 2ND AVE l i� .�° 1 LA R/W LINE ----- a ------ 1 END C&G AND SIDEWALK CONST CONNECT r0 Exrsrrmc LA P,/Vl 1 255+3534, 22.86 L NE 1 k F P LA R/W LINE vhf ,res' Ir- - o N PI STA. 255+32 18 f VV �_ -OF-.----.-.--'0EIFfFNl7 rs _ h' DENGTES PAVEMENT VllDENING --- Ell SIDEWALK CONSTP,U, TIGN -i� - - CONNECT TG EXISTING DENGTES PAVEMENT REMOVAL 25 +92.21, 2.d1' RT 1 END C&G TYAE--# -L ©DENGTES DENGTES RECONSTRUCTION a '- t # .t 254 78.53 21.]O'RT 11' CONN SWK. M �j .. N 2 13' 57" W - DENGTES MILLING 6 RESUP,FACING x -u DENGTES CONCRETE SIDEV/ALK PLAN SHEET DENOTES PROPOSED PIER NATCHLINE II (SEE SS395-31) REVISIONS JESSICA G. BLOOMFIELD, P.E. P.E. LICENSE NUMBER 66427 METRIC ENGINEERING, INC. 13940 SIV 1360h STREET -SUITE 200 9T1d TE OF FLOXIID-4 dJdX.�.ATc d'lN&'.F-d' �N '9'FZ.4N: e�i➢A2P:99'TGN $$yy ,nn �y �n lL1� `IlD��� � ��adN SHEET NO. DATE DESCRTPTION DATE DESCRIPTION ROAD N0. COUNTY FINANCIAL PROJECT !D 5'5'395_32 SR 836 MIAMI -RADE 251685-1-52-Oi MTAML FLORIDA - 33186 CERTTFICATE OF AUTHORIZATION 06002294 JT9VJ/ 3/>5/?�l9 3_vJ:O�Pv - p iv>r�p of ��e .t t FIpNR�55395tUar GUNSTFR FLORIDA'S LAW FIRM FOR BUSINESS Client Number: 00041769.00001 Writer's Direct Dial Number: (305) 376-6061 Writer's E -Mail Address: mgarcia-serra@gunster.com December 27, 2019 VIA ELECTRONIC MAIL AND HAND DELIVERY Mr, Alan M. Dodd Director of Public Works City of Miami 444 S.W. 2nd Avenue, 8th Floor Miami, FL 33130 Re: Corner of SW 101h Street and SW 28th Avenue / Folio No. 01-4109-019-0360 / Request for Amendment to Code Regarding Right of Way and Base Building Line Dear Mr. Dodd: On behalf of J.C. Toyos, the owner (the "Owner") of the property located on the corner of SW 1011' Street and SW 28th Avenue identified by Miami -Dade Tax Folio No. 01-4109-019- 0360 (the "Property), we respectfully submit this request for an amendment to the City of Miami Code of Ordinances (the "Code"), Section 54-190 "Nonstandard street widths" to indicate that the base building line shall be located 19.25 feet from the centerline of SW 28th Avenue between SW 10th Street and SW 10th Terrace (the "Subject Portion of SW 28th Avenue"). Pursuant to Section 54-187, "public streets in the [C]ity not otherwise designated... shall be established at a minimum width of 50 feet, and the base building line shall be located 25 feet from the official centerline..." Since the Subject Portion of SW 28th Avenue, which abuts my client's Property, is not otherwise designated, the base building line for the Property at present is located 25 feet from the centerline. However, this width is impractical and overly burdensome as further explained below and a more appropriate width for the Subject Portion of SW 28th Avenue is 38.5 feet, with a base building line measurement from the centerline of 19.25 feet. As you can see from the relevant Municipal Atlas Sheet attached as Exhibit A, SW 28th Avenue terminates just south of SW 10th Terrace. The Municipal Atlas Sheet also indicates that a portion of SW 28th Avenue south of SW 10th Terrace has been declared an alley (the "Alley"), pursuant to Resolution No. 32081 and the existing structures along the Alley encroach into the zoned right-of-way. As indicated in the aerial and street photos attached as Exhibit B, the neighboring properties along the Subject Portion of SW 28th Avenue are similarly situated, and the location of those structures prevents, for all practical purposes, a continuous uniform dedication of 50 feet for SW 28th Avenue in the vicinity of the Property. Brickell World Plaza 600 Brickell Avenue, Suite 3500 Miami, FL 33131 p305-376-6000 f305-376-6010 GUNSTER.COM Boca Raton I Fort Lauderdale I Jacksonville I Miami I Orlando I Palm Beach I Stuart I Tallahassee Tampa I The Florida Keys I Vero Beach I West Palm Beach I Winter Park Mr. Alan M. Dodd December 27, 2019 Page 2 Aside from being impractical, the required dedication of the Owner's land for a right-of- way along the eastern portion of the subject property would impose a heavy burden on the Owner because it would amount to a loss of a large portion of his property in order to create a small strip of sidewalk leading to nowhere and a widened roadway which will likely never be able to be widened for the remainder of its length in the vicinity. The potential benefit here is outweighed by the burden on the Owner as well as surrounding property owners. Accordingly, we respectfully request that the Code be amended to reflect that the base building line shall be located 19.25 feet from the centerline of the Subject Portion of SW 28t` Avenue. If you have any questions, please feel free to contact me at (305) 376-6061 or mgarcia- serra@gunster.com. Thank you for your attention to this matter. Sincerely, Mario Garcia -Serra Enclosures ACTIVE 11497100.1 Exhibit A R - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - ----- ---- - - - - - - - - S.W. ST, Exhibit B ACTIVE 11503749.1 50' 50' 75' 11 12 N N s. w. 10 ST. �r 75' 50' 50' !m 6 5 o 0 0 S.W. 10 S T > 75' .� 50' 50'7 , 1g5 Xlsi 216Ni-or" WAY LJoJE � I1�zo�t� 1?-l"T-6F-W y LQJf- I� r 2 8 21:15 civ cxIsT(ti zo /V -F D c' o IZ►C,I I T -0�7- JAJ AV `' I o f I= x I5 T l 1\3CE) GF;�CfTQ L► cu 3.2 " 9 8 7 1216�6T-UF-1�t�ly LINT _ PKDPaS % CV4 1�-:2 L 1 �F-v 4 LoLn 10 I"_ N 5 -- — = 25• N 25. m S. W. 10 TERR. 50' " I