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HomeMy WebLinkAbout24313AGREEMENT INFORMATION AGREEMENT NUMBER 24313 NAME/TYPE OF AGREEMENT MIAMI FREEDOM PARK DESCRIPTION CONSTRUCTION EASEMENT AGREEMENT/1400 NW 37TH AVENUE/FILE ID: 11716/R-22-0157/MATTER ID: 20-841 EFFECTIVE DATE February 9, 2023 ATTESTED BY TODD B. HANNON ATTESTED DATE 1/17/2023 DATE RECEIVED FROM ISSUING DEPT. 3/17/2023 NOTE t4 This instrument was prepared by: Name: Isabel C. Diaz, Esq. Address: Holland & Knight LLP 701 Brickell Avenue, Suite 3300 Miami, Florida 33131 (Space Reserved for Clerk of Court) CONSTRUCTION EASEMENT AGREEMENT THIS CONSTRUCTION EASEMENT AGREEMENT (the "Agreement") is made as of this 9th day of February, 2023, by the CITY OF MIAMI, a municipal corporation of the State of Florida, whose mailing address is 444 SW 2nd Avenue, 10th Floor, Miami, Florida 33130, Attn. City Manager, ("Grantor"), to and in favor of MIAMI FREEDOM PARK, LLC, a Delaware limited liability company, whose mailing address is 800 S. Douglas Road,12th Floor, Coral Gables, Florida 33134, ("Grantee") (Grantor and Grantee are sometimes together referred to herein as the "Parties," and separately as the "Party"). RECITALS A. Grantor is the owner of that certain parcel of real property located in Miami -Dade County, Florida, legally described on Exhibit A, attached hereto and made a part hereof, and comprising of approximately fifty-eight (58) acres of public park land ("Easement Area"). B. Of even date herewith, Grantor and Grantee entered into that certain Construction Administration Agreement (the "CAA") in which Grantee agreed to (i) develop and cause the construction of a first-class soccer stadium and related ancillary development and the construction of a hotel and an art and entertainment center, including food and beverage. venues, office, retail, commercial and parking, and other ancillary uses ("Demised Property Improvements") in accordance with the CAA at no cost to the Grantor on that certain parcel of real property located in Miami -Dade County, Florida, legally described on Composite Exhibit B, attached hereto and made a part hereof, ("Demised Property"), and (ii) develop, design and construct certain park improvements within the Easement Area in accordance with the terms of the CAA ("Park Improvements"). C. Grantee, its agents, employees and contractors require a construction easement over the Easement Area. The Easement Area shall serve as a staging area for Grantee's development and construction of the Demised Property Improvements on the Demised Property and the Park Improvements within the Easement Area, all as more particularly set forth herein. AGREEMENT NOW THEREFORE, in consideration of the foregoing recitals and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereby agree and covenant, for themselves, their heirs, successors and assigns as follows: 1. Recitals. The Recitals to this Agreement are true and correct and are hereby incorporated by reference and made a part hereof. 2. Grant of Easement. Grantor hereby grants to Grantee, and its agents, employees and contractors, a construction easement over and upon the Easement Area for use as a construction staging area for the development and construction of the Demised Property Improvements on the Demised Property and the Park Improvements within the Easement Area and such construction easement over and upon the Easement Area shall terminate upon the Park Site Development Completion (as defined in the CAA); provided, however, upon the Park Site Development Completion, Grantee shall retain the right to access portions of the Easement Area as reasonably necessary in furtherance of Grantee's rights and obligations under Article 4 of the CAA. Grantee shall have the right to fence and/or otherwise secure its staging/storage area as necessary or appropriate to protect its equipment, materials and supplies. Grantee shall have unimpeded access on, under, over, across and through the Easement Area. Grantor hereby also grants Grantee, and its agents, employees and contractors, the right (x) to take soils and fill material from the Easement Area and bring them into the Demised Property as Grantee deems necessary and (y) to bring in soils and fill material from the Demised Property into the Easement Area as Grantee deems necessary, all in connection with the development and construction of the Demised Property Improvements and the Park Improvements and all in accordance with applicable laws. Any soils and fill material taken into the Demised Property and into the Easement Area, in connection with the foregoing, may permanently remain in the respective property notwithstanding the termination of this Agreement. The easements granted pursuant to this Section 2 shall be hereinafter referred to, collectively, as the "Construction Easement". 3. Condition of Easement Area. Upon the termination of this Agreement, Grantee, at its sole cost and expense, shall restore the Easement Area as close as reasonably practical to the condition in which it existed prior to such construction activity, subject to any modifications to such Easement Area as a result of the Park Improvements, and will remove all of Grantee's equipment, materials, tools, supplies, trash and debris from the Easement Area, except as otherwise set forth herein. 4. Indemnification. Grantee shall indemnify and hold harmless Grantor from and against all claims, demands, suits, costs, expenses, liabilities, fines. penalties, losses, damages and injury to person, property or otherwise, including, without limitation, direct, indirect and consequential damages, court costs and reasonable attorney's fees, arising from or in any respect related to any exercise of or use of the Construction Easement by the Grantee, each of Grantee's designated tenants, licensees, invitees, employees, guests, patrons, agents and contractors. 5. Severability. If any provision . of this .Agreement shall be invalid or shall be determined to be void by any court of competent jurisdiction, then such provision or determination shall not affect any other provisions of this Agreement, all of which other provisions shall remain in full force and effect. It is the intention of the Parties that if any provision of this Agreement is 2 capable of two constructions, one of which would render the provision void and the other which would render the provision valid, then the provisions shall have the meaning which renders it valid. 6. Headings. The headings set forth herein are merely for convenience and shall not be deemed to in any way expand or limit the interpretation of the provisions of this Agreement. 7. Term. This Agreement shall become effective upon recordation. The Construction Easement created herein shall terminate upon Park Site Development Completion, as provided in Section 2 above, except that Grantee's right to access portions of the Easement Area as reasonably necessary in furtherance of Grantee's rights and obligations under Article 4 of the CAA shall continue until the earlier to occur of (x) the termination of the CAA or (y) the Parties executing a termination of this Agreement and recording the same in the Public Records of Miami -Dade County, Florida, upon which this Agreement shall terminate. 8. Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Easement Area to the general public or for the general public or for any public purposes whatsoever, it being the intention of Grantor that this Agreement shall be strictly limited to and for the purposes herein expressed. 9. Covenant Running with the Land. The Construction Easement hereby granted and the requirements herein contained shall run with the land and shall inure to the benefit of, and be binding upon, the Parties hereto and their respective permitted heirs, successors and assigns, including, any subsequent owners of all or any part of the Easement Area, the Demised Property, and all persons claiming under them. 10. Remedies. Enforcement of this Agreement shall be exclusively by action at law or in equity against any Parties or persons violating or attempting to violate any provision of this Agreement. Each Party shall be responsible for its own attorney's fees and costs. This enforcement provision shall be in addition to any other remedies available at law or in equity or both. 11. Notices. Any notices which may be permitted or required hereunder shall be in writing and shall be deemed to have been duly given (i) three (3) days after depositing with the United States Postal Service, postage prepaid, (ii) one day after depositing with a nationally recognized overnight courier service, or (iii) on the day of hand delivery (provided such delivery occurs prior to 5:00 p.m. E.S.T.), to the address listed above or to such other address as either Party may from time to time designated by written notice in accordance with this paragraph. 12. Construction of Agreement. This Agreement shall not be more strictly construed against any one of the Parties in any claim under any provisions hereto. In constructing this Agreement, the singular shall be held to include the plural, the plural shall be held to include the singular, and reference to any particular gender shall be held to include every other and all genders. 13. Authority. The persons signing below on behalf of Grantor and Grantee, respectively, represent and warrant that they each have full right and authority to execute this Agreement, that they are authorized to do so and that no consents of any person(s) are required other than those which have already been obtained. 3 1 I 14. Miscellaneous. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. This Agreement may only be released, amended, modified, supplemented or revised in writing signed by the then-owner(s) of the Easement Area, the Demised Property, or their successors or assigns, and any modification shall be effective only upon recordation in the Public Records of Miami -Dade County, Florida. [SIGNATURE PAGES FOLLOW] 4 IN WITNESS whereof, the Parties have signed this Agreement as of the day and year first above written. Signed in the .resence o, Print Name: GRANTOR: CITY OF MIAMI, a municipal corporation of the State of Florida B Print Name: Arthur Nega City Manager ATTEST: Todd B. City Clerk APPROVED AS TO JNSURANCE REQUIREMENTS: APPROVED AS TO LEGAL FORM & CORRECTNESS: By / By: A arie S i arpe, Director (f Victoria tVlendez Risk Management Department City Attorney STATE OF FLORIDA ) SS COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of physical presence or ❑ online notarization, this (P day of Ii,?rwa , 243 by Arthur Noriega, as the City Manager of the CITY OF MIAMI, a municipal corporation of the State of Florida, for the purposes stated herein. He/She is personally known to me or has produced as identification. ;9<,I OFELIAE. PEREZ MY COMMISSION # GG 360880 EXPIRES: August 2, 2023 Bonded Thru Notary Public Undervrtiters !- No LT Public - Sta - of . orida M Commission Expires: [SIGNATURE PAGE TO CONSTRUCTION EASEMENT AGREEMENT] 5 #182903996_vl Signed in the presence of: Print Name: .bE8c+24-1-iiv STATE OF FLORIDA ) SS COUNTY OF MIAMI-DADE GRANTEE: MIAMI FREE ►�+) M PARK, LLC, a Delaware li i' ed li . lity company By: Name: ( ra (L Title: iui �Z The foregoing instrument was acknowledged before me by means of 1 physical presence or ❑ online notarization, this a4 day of Cp /Yl O ? by rnc S , asa i j �4of MIAMI FREEDOM PARK, LLC, a Delaware limited liability company, on behalf of said limited liability company, for the purposes stated herein. He/She is personally known to me or has produced as identification. MONICA M. CARBONELL MY COMMISSION # NH 248916 EXPIRES: August3, 2026 Notary Public - State of Florida My Commission Expires: 3/'? (a [SIGNATURE PAGE TO CONSTRUCTION EASEMENT AGREEMENT] 6 EXHIBIT "A" EASEMENT AREA SKETCH TO ACCOMPANY LEGAL DESCRIPTION North Line, ray t/4. Sec'i n 52-53-4 r ,wr247r f roo— a7' .VGI'525611' 142.12 ne6'51.54T 4a5.57 FF- SCALE: 1'= 500' I I 5.0.00' il 53 r: Amt7E.SOW _-e�,.� NI r r., f I .t COMMENCE-WT AOOSJ'1T6' s6Ji/' Southwest Cornet — —a Northeast 1/e, Neff <'lat iM..1r' AMb'3,11716 Section 32-53-dt 4 01' Note_ 1. The Dearergs .+down hereon rtiote to m ass mt6d Dearstq (North 88t78't8' East) atria me SOL* Ail! R - Radars of the Northeast One -Quarter (1/4) of Section 3z 1.o96s562 53 South. Range 41 East Miami -Dade d - Delta Angle Counttt Florida. L - Arc Length 2, The; sketch is nor age without the st ratwe and the anginal raised sea' or the attesting FTad* ChB - Chant Bearing Arstsed swreyor and mapper. Oh.D. - Chord Distance • r-624..111' 4-4512474' 4-420.741' at0-761147 CH$-IH1r4T1361 $0,32'S7T: 246 66' Sa 41 11 •E mot' Lwa $1. -1'M•tI' � a4114.2/0.�'� I •6\jam+, ,j ate-Snft7'iS/'Ec7t'MM� • 5er4677'r 70000* k_35.010. Northeast Coma. Section 32-53-41 L=7. t5' Ia0"1111r Ik146340' a(a=7 r3' aca=sar'a'3ST x' 1-74o1r' d-446 1 e R-7a7ti;' OLD =Man. ata.-Iort7o41: t6♦r56'S4Ti 7394i' .. - t-I 4•d-8r57.01• , • R7.00e.00• 0t6,-144.42` 41 L-2R714 6-26212/73' aSati11{1�1ti9727r 1 -- 6-47t100' a(D-22 52 i 56rtb"rr'r '' Cita-N3731 'a31r ' war 6 NT BEGINNING slrn!'rilF 1?.1u i South Line, N E t/4• Section 3?-53-41 BCHWEBKE SHISKIN + ASSOCIATES (0_87) LAND SURVEYORS • E'•I: :INEEP LAND PLANNERS 3240 CORPORATE IA11Y, MOW FIAfilr» 33025 - E:305) 672-T3I0 EKTMR6(954) 435-7010 FAX:(3C'S; 652-5264 ORDER NO• 214269 THIS I5 110 A 1ANC ;JRavE•.• DATE 10/11/202 SHEET _ OF _ S1EET(5) F &• 14A we -se 7 SKETCF- TO ACCOMPANY LEGA_ DESCRIPTION LEGAL DESCRIPPCS Ali PUT POP77I7N Of :E t7JNE' GAMD0A E irAT`S SLCT/ON 4. ACCCROPIC M 7 t P, 4T THERE'.1.' - .''tiltD A4 4.AT 800r 44 47 PAGE 2.3 Of fit. r'Jhl'.0 RLCOKDS of MAW-DADE CO.WTr, f10i1DA, L MG ORIN PIE NGANl 4.. - - PLO OiSi7E0 i ANJS TOCEPER M1Tk UN-SuR743,1n v" LANDS 1. WG army TAE NORTHEAST DYE -QUARTER i /4) CF SEi-7" TOIINW 53 SAUTJI, RAN 4r EAST SAHC LANDS LREA% uQoE PART7CL4ARt r OESCRIFX0 AS F(11016. CO EAC AT ?t SC1u7HNEST CORNER OF PE NURPEAST CAE -QUARTER (1/4j s4C SECTION J2, NiNCI MIN ALONG 'HE sour., LAYS OF ThE NORTHEAST ONE-OJA4TER (7/4) OF S-'. SECTOR R 32, NORM, 8808'18' EA57 FOR A LASTVICE 3F 649.34 FEET 1L A PG+ri? TIERCE RUN NOPT'• X'55'17' NEST FOR A DISTANCE OF 45.01 FEET 70 A PORT ON A LIE 45.00 FEET NORTH OF AND PARALLEL MTh, AS MEASURED AT RiGNT ANGLES 70, PE SIG SOUTH LAW OF PE AAIRTNEAST ONE-OLIN TER (1/4) OF SECTION 32 AAD T)+E POINT OF BEGINNOIC OF THE FOL'LOMNMG CISCMOffi. PARCEL OF LAND, THENCE RUN ALONG 7Ff EASTERLY LAMED ACCESS AGMT-OF-MMr LwE OF NW 42NC AYEMQ (iP,A`.LAf ROAD; PIE FOiONMG TWEE (3) COURSES. (1) PENcE RLW NORTH Cl75J'17" ROT FOP A DISTAM7E OF 59.96 FEET TO A F10M/T. (2) THENCE RW( NORTH 48'5849' NEST FOR A LVSTANCE OF 562.53 FEET 70 A PONT OM PE NEXT &SCOT D CIRCULAR CURVE CO'4i:Avf 7D TFE NL1R'T?EA5T, (J) Pea RUN NORTH 7ES7?JNL r ALOAC THE ARC OF SAID CLARif 7G 1H1E RJCMT .04441114 A RADIUS OF 470.00 FEET. A CENTRAL NGLE OF 28'0815' A CHORD LDOOTN OF 228.52 FEET ALONG A CHORD EEAR11MC CF ROAN 30'31 Y5' NEST FOP A L'STANCE OF 23084 FEET 70 4 PONT: PENCE Ru'' NORTH 86 58 S4"EAST FOR A DISTANCE OF 739 49 FEET TO A PANT OF CJRVA n.ARE OF A CIRCULAR CLWYE CONGA* TO TIE NORANIEST, THENCE RUN NO4Tt*AS7EA2.Y ALONG PE ARC OF SAID cRCYA AR cunt TO RE LEFT HAM A RADIUS OF iota) fEET. A Cfli1RAV Mitt Of 8757'01: A CHORD LENGTH OF 144 42 FEET ANC A 010h5: £ ARNO OF NORTH 4J1702J'EAST, FOR AN ARC Disr,vr E OF 15964 FEET 70 A POINT 0' Rf4ERSE C2ARVATLiRE• mice RLW NORTUEAS7ERi Y MONO PE ARC OF A CIRRRAR CuRif TV NE IR}Y?/T F4AiAVC A RADIUS OF 86548 FEET A CENTRAL ANGLE OF 843776E A CWARD LEF 7N OF 116519 FEET ANC A >FORD BEARING OF NORTH 4120'31' EAST, FOR AN ARC DISTANCE OF 127824 FEET TO A PObVTOv PE NEXTDE5CRI9ED NON-TANGENTC)RCULAR CU4YE CCMU1if 70 71E NORTMIESF PENCE RUN NORTNEAS7ERtY ALONG 1Ff ARc OF SAID CIRQ.IAR wit* IQ DE LEFT HANK A RADIUS OF 42029 FEET; A CENTRAL AM2E OF 858629: a OCR° LL7MCTN OF 56847 far Akio A CHI° 81'ARMG Cf NORTH 584505' EAST, FOR AN ARC G16TAN(f Of 62430 FAT TO A Pa#O ThENLt MA NORTH 0372372' NEST FOR A DISTANCE f 375.24 FEET 7D A PONT PENCE RUN N047H 8658'54' EAST F04 A DISTANCE OF 405.57 FEET TD A PONT: PENCE RUN NORTH 0152'56" NEST FOR A LVSTANCE OF 24221 FEET TO A PANT, T E,N E RUV AtOMC TEE NORTH LANE OF PE NORT?iFAST 1 4 OF SAID SECTION 32 FoOR7F1 877421' EAST FOR A &STANCE OF 10002 FEET 70 A PONT a\' t N04-TANW4T CIRCULAR aelf CO1CA if 70 PE EAST. PENCE RLW Sr7YJTFERY Y MONO THE ARC OF SA(O C7 OJMP CUR ,: 7., 7hE LEFT /HAVIVG A RADIUS OF 146340 FEET A CENTRAL ANGLE OF 077648E A CHORD 1.,94714 OF 715 FEET AND A CNO4Y' LEAF,.. c 71.TN 0144 13" EAST, FOR AN ARC DISTANCE CIF 715 FEET 70 A PCNMT LK TAAY.FNCV O'ENCE RIW $ V7 4 0152^5r EAST c0 -` OF 24660 FEET 7O A PONT OF LARVA TIRE OF A ORCULAR CURIE 00404 f TV Tlf EAST: 7474E RUN SOUTFEfRt r ALONG SAID CZRC VAR CY4Y E 70 7!E LEFT, RAMC' A RAONUS OF 2871.79 FEET, A CENTRAL ANGLE GE 0448'14: A CHOW LENCTx C1 14071 FEET AND A CHOW BARING OF SOUTH 0477'04' EAST, FOR AN ARC DISTANCE OF 240.78 FAT 7D A PONT OF TANCENCr, T?1fNCf RLW SOUTH CIS41'11' EAST FOR A DISTANCE CF 11761 FEET TO A PONT OF CURVATURE OF A °ROAM CURIE COCA* TO TIE NEST; THENCE RUN SOUTARI. r ALONG 11E ARC CF A CORCL4AR OR* TO 7?E R)OMT, HAYING A RAONUS OF 2864.29 FEET, A CENTRAL ANGLE OF 04'48T4: A CHORD LE147iTN OF 24012 FEET AND A CHIORO REARING OF SanN 0471OC EAST, FCR AN ARC 1XSTANCE OF 240.19 FEET TO A POET OE TANGENCr, THE A E RUM ALONG A LME 35. 00 FEET (PST OF ANC PARALLEL TO 71f EAST LINE OF T E NORTHEAST 1/4 OF $M) SECTION J2. SOON 015257" EAST F04 A DISTANCE OF 535.07 FEET 7D A PINT, THENCE RUN 90J7?f 87'4677" NEST FOR A DISTANCE OF 70200 Far TO A PONT, THENCE RuN SOON 01'52'57" EAST, ALONG THE NEST RfCNT—NAY uNE OF THE ZA80ARt7 AIR LAVE RAIL ROAD AND THE EAST LINE OF &OCR 5 26.UNE GARDEN ESTATES SECTION 4: PLAT BOOK 44, PALE 23 OF THE PufvC RECORDS OF MYMR-LU0E C?YJ4TT. FLORIDA. FOR A DISTANCE OF 1064.41 FEET TV A FONT THENCE RUN SOON 88008' NEST FCW A DISTANCE CIF 8000 F$T TO A POET 7?¢/NC'E RD04 SOUAd 0152'S7" EAST FOR A 0MSTANCE OF 71300 FEET TO A PONT; T 74CE RLG4 SOURER 891E08" IESL ACING A LIRE 4,500 FEET NO47H OF TFNE SOJTM UNE OF Ph! N09TF!AST 7/4 OF SAD XCIFON J2, FOR A DISTANCE CF 1236 71 FEET TV 7FAF PONT OF BEONNIK CO'NTAANVC &530,268 SQUARE FEET MORE OR LESS OR 56 087 ACRES MORE OR LESS NOTE AEAR7NG5 wow.' kploN RELATE TO AN ASS)J7MED BEARING (MORON 8888'18' EAST) ALONG' The SOUTH LANE OF THE NORTHEAST OIIE-OUAR7ER (1/4) OF SECTiCM 32, T0MMSEP 53 SOUK RANGE 41 EAST, ONA18-PEACE COUNTY, FLORIN. 2. DOS SA vr71 IS NOT VALA7 Nair TFQF SIGNATURE NO PE 0 '0WA1 RASO .S�FAL OF T?iE AWING FZQW A LICENSED ) SLATErCIR AND MAPPER. ®A SCHWEBKE SHISKIN + ASSOCIATES (Le-87) LAND SURVEYORS • ENGINEER LAND LANNERS 3240 C0W",RATE AO. MIPAMAR FLWiDR 33325 7ADEC305) 552-7,3Ic 84:vRki (954) 435-7010 F1Nf:(3C5; 652-0264 THIS IS NOT A 'LAND SJRVE''.' 3RDQi NO • 214269 DATE. 70/11/2021 SHEET _ CIF _ SHEETYS) F P • N.4 I 8 . Meost 1/4, Section J2-53-41 Miner 1tzar N7Q'O T Zee4$ 494PTT 52 00Loi b 1 II COMMENCEMENT • C./}�wMENC MEN ,,rhrest %17e'19T MOM 1/4, N�T247tf North Ime. It Section 32-53-41 (-20506' 4-574476' A_isa a' L>Ati-1e7,N2' Nor7ovrr razz' Aorserett 69.1.88' COMPOSITE EXHIBIT "B" DEMISED PROPERTY Development Parcel: SKETCH TO ACCOMPANY LEGAL DESCRIPTION PONT OF 8EG N1 NG r.ef,,' Ntr247/T 6j5J 41 PoiintAs,247rT 49A64'_ POINT OF 7 BEGI.8" J See56349 346.40'� so r'Sr56' 742.29. s111 --- __ - ---------, ( ---- _ 5 r-. i. 1 •-�--- 1 _. - _-I • I -- ti --{ I I - I ' - [• --1 IF J__ it -_� �__ r• j- -M1� - R4L1nMaol'I.r er-Oat' "_1 _ a_ emJe- -Gord en"' 'if aLsl:wotaaaV-1-=--i E:lato 4 4 1 I �I Book 444, - • Al Page 23 I- __� r- -- 1-7-1 i 11 . -I.f1 -- I -1 Vi r -. -T-i r-. -1-. 1 , 11 N075:17111 4.SOt' Note- 1. The hearings shown hereon relate to ao assumed bearing (North 8EVV8'18" East) doog the .South th'e of the Northeast Doe-Oluarter (1/4) of Section 32 Tomah* 53 South Row 41 East than,. D�a aunty Florida. 2. This sFeAM >s not vain without the sigr(ot 'e and the original raised sea' of the attesting Florida Fewised su►Kpr rn •i rtRrr II � Abrtheost Corner, Section 32-53-4t 1k PvII III - --.0 ..•-ss aa' South Lim N.E. 1/4, Seeder, 32-53-41 R - Radius - Delta Angst L - Arc Length CA.B. - Chard Bearing Ch D - Chord Distance SCHWEBKE S H I SKI N + ASSOCIATES (La-137) LAND SURVEYORS • ENGINEERS • LAND PLANNERS 3240 CORPORATE NAY. MIIM & moot 33025 DADEti305) 652-T0IC EFIOMIJR,7(854) 435-7010 FAK:(305; 652-e2e4 MIS IS NOT A 'LAND SURVEY.' ORDER NO - 214269 DATA 10/11/2021 SNlET _ OF _ SIPLET(S) F.B.: NA. ♦ .... .+ ft-as a • a 9 SKETCH TO ACCOMPANY LEGAL DESCRIPTION LEGA! OESCFWTM 4 A POR70N c Ld .51.I8 IOCED LAM95 ! MG WHIN THE NORTHEAST CAE-OIUARIER !1/4) OF SECTION 32. TOLltd.WP 53 SOU7h, RANGE 41 EAST SAO !ANDS BEING uORE PARTICULARLY DESCRIBED AS Fa1OMS. COMMENCE AT PE SOUTHWEST c4w"•'•_` ^F THE NORTHEAST ONE rR (7/4) OF SAW SECTION 32. THEN E .PLAT ALONG 7! SOUTH LNE OF PE NORRAEAST CAL-- : LR «R (1/4) OF S4X1 - .'2, NORTH 88728"r8" EAST FOR A DN'S7UCE OF 649.34 FEET TO A POINT; THENCE RIM' NvF -- - T 7' NEST FOR 4 _ OF 45.01 FEET TV A Pam? ON A LAVE 45.00 FEET NORTH OF AAh9 PAR411tW *MI, AS AEA&bV , =_ ::r;HT AN1 LfS Ti7, Trs - ;)11TH UNE OF THE NORTHEAST Gv - LI4RTER (1/4) OF SECTION 32; THENCE CE RUN ALONG THE EASTERLY LASTED ACCESS C-164Y LAVE OF NW. 42ND AVENUE ,(LEIELlt ROAD) THE FOLLONING FIVE (51 COURSES (1) THENCE RUN MIRTH/ 005J17" A_ ." FOR A DISTANCE OF 59.96 FLIT 7 ' A PONT; (2) TNEMC,f RUN MIRTH 48'5649' NEST FOR A DISTANCE OF 562.53 FEET 70 A PONT ON THE NEXT DESCRIBED ORCUJLAR CURvE CONCAVE M THE NORTHEAST, (3) THA<7 a RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THEE RIGHT FHVNIG A R4DNUS OF 470.00 FEET A CENTRAL ANGLE Of 4, 10'52; A CHORD UOLGTH OF 33059 FEET ALONG A CHORD BfARNG OF NORTH 24'00 i2" NEST, FOR A DISTANCE OF 33781 FEET TO A PONT OF TANGENCY, (4) THENCE RIM' NORTH C r 5 06' NEST FOR A DISTANCE OF 623.61 FEET TO A POINT; (5) THENCE RUN NORTH 0758'00' MFsr FOR INSTANCE OF 19J.6h -_" 7O A POINT LW 4 L ANE 50.00 FEET EAST OF AND PARALLEL AM. AS MEASURED AT R0I4T ANGLES TV, THE NEST LAVE OF 7-_ '4RTHEAST 0N£-00AR7ER (r/4) OF S40 SEC7V.W 52; PEACE RUN ALONG A UVE 5500 FEET EAST OF AND PARALLEL MYTH, AS '.'_- .1,4E0 AT RE':1r AN2ES TO, 7j{£ NEST LAME OF PE NDRTHE4Sr C7NE-OU,4R►ER (1/4) GF SAID SECTION J2, NORTH 0034;35' n_ - -OR A DISTANCE OF 992.21 FEET TO A POINT, THIENCIE RUN NORTH 88-49'47' EAST FOR A ThSTA10E OF 251.82 FEET TO A PCV. - Pre-NCE RUN NORTH 70'0429' EAST FOR A CSTAN E OF 285 46 FEET TO A POINT ON THE NORTH LINE OF 540 SECTION 32; T . S RUN ALGWC THE NORTH LINE OF SAID SECTION 32, NORTH 872421- EAST FOR A O5711C•E OF 11747 FEET TV THE POINT OF BEGAWHEYG OF THE FOLLOWING DESCRIED PARCEL OF LAND; DEEM'E CYWTMR,E ALONG THE MIRTH LINE OF S4dT SECTION 12, NORTH 872421' FAST FOR A CSTANCE OF 491,99 FEET 77 A PIaP11T FERECVAFTER WNONN AS PO,NT A *VOCE RUNT SOUTH 0255 3i EAST FOR A DISTANCE OF 150.97 FEET TO A POINT; PEACE RIN SOUTH 72710'10' NEST FOR A DISTANCE OF 1164.70 FEET TO A PONT, THENCE RUN NORTH 0770'01' EAST FOR A DISTANCE OF 167.35 FEET TO A PONT OF CURVATURE OF A CIRCULAR C?ARIE CONCAI£ 70 71,E SOUTIEAST• THENCE RUN NC Th¢A57ERLY ALONG WE ARC OF S4IV C CMZRAR CUPVE TO THE RIGHT HAVING A RAINS C1< 19000 FEET 4 CENTRAL ANGLE OF 62'4426' A CHORD LENGTH OF 19782 FEET AM? A CHORD L4F'A G OF NORTH 3842'14' EAST, FOR AN ARC DISTANCE OF 70806 FEET 7O 4 PORN? THENCE RUN NORTH 700427" EAST FOR A DISTANq OF 49297 FEET TO THE POAVT OF iEpVWAK- CONrALMWG 272575 SQUARE FEET MORE C LESS OR 6256 ACRES YORE OR LESS root NEP am COMMENCE AT THE 4fOREA*'N7011LD PCWT 'A' THENCE RUN ALONG THE NORTH LAVE OF S40 SECTION 32, NORTH 872421' EAST FOR A D157ANCE 0F 95869 FEET 70 THE POWT OF BEGMWWAG 73' OF THE FOLLOWING D.E5CR0 E° PARCEL OF LAND: THENCE CONAWIAE ALONG TINE MIRTH LINE OF SALO SECTION 32 NORTH 872421' EAST FOR A DISTANCE OF 357.42 FEET TO A MK' PENCE SOUTH 0152'96' EAST FOR A DISTANCE OF 242 22 FEET THEN' E S0OTh 86'58'54' WEST FOR A 0157ANCE OF 34560 FIET TO A POINT, THENCE NORTH! C3'D 1716' NEST FOR A C 5TAMCE OF 244.78 FEET TO THEE Parr OF BEG1MLYNG 73; CONTAINING 84,978 SOJARE FEET MORE OR LESS OR 1951 ACRES AFORE OR ,ESS MOTE 7. 7H* 8646tvac SM0NN HEREON RELATE TD AN ASSUMED EEARANG (NORTH 8808'18" EAST) ALONG THE SO'.: - N'ORTt,¢AST xi-'XiARTDR (7/4) OF SEClrM' 32. MANS* 53 SOUTH RANGE 4r EAST ANAMf-DADE COCA1'-r - 2 TAS S7'E7;H 15 MOT VALA7 MIT140YJT THEE SIGNATURE AND THE OQACINAL RAISED SEAL OF PE A77ESTAVG FLLF'�G4 ~ - r SUR1ErOR AMC MAPPER. SS A SCHWEBKE SHISKIN + ASSOCIATE: LAND _S RVEYORS • ENGINEERS • LAND=LANNERS (L8-$7) 3240 CORPORATE NAY, NIRMI:R FIARIDA 33025 DADE(305) 552-7010 I3+DMUR0(954) 435-1010 FAX:(305) 652-E204 THIS IS NOT A LAND SJRVET.' ORDER N0 • DATE: 214269 10/11/2021 SHEET _ OF _ SFEE7CS) F B • NA 10 SO.00 =Al SKETCH TO ACCOMPANv LEGA_ DESCRIPTION 411724211 N1001721" MN' Ar'N'e 1I 2e /.fiit' `;CALF 1•=500. P 5000 \' I W �- rl xI 2 vii POINT O BEG 'NING ll .£ cti 74. 1 fPf2NT cf. _�;- r JeppIri!? 9B camecovi Southwest Comer. Northeast 1/4, Sector 32-53-41 Niffrre'787." 619.34' -*PTA L,i'he. NE IA Section 31-5J-41 9f 0y 110416 L1612011' b=Iraa'sr' >U' 04.0.=1XS3' 041=441+831,10 _ — nri7y717 MOO 357.05' 1-16606' 6-674476- 1,-r9 ..00' ot0-19789" eta-s.$'407111 30770b1Wr r6)ir e-r21103' 4-174r31' R-31.132' 00.-171 A' 1=17736' A=N'.Iv'rr I -2ifl3Y 01.0.-172.31' ate.-3rrrosT 1-46154' 1-22 5 11d669.52' O4.0,e61. 7e' aeB.S7rOt 661 Jam .1-/069• 7' A- P JY21.71. 1I-41600' a1.D-106.71' S:9yrJ L=2 X8 4' 4=2 873' 1-15964' 4-613Jbt' -- - i90' ctta=12dJi N-ra a'?la-lot 1 . - aotamNt73r451, o/B-5&3,3023i N7171'r91V 1*44 NJ97'al74 T tar 4=48.10'Il'1 R.71d3Y csamrerteteIr _44.Northeast CA'17M, Section 32-53-4 51 .\_SB67e9411 ' I seer saa'a1'PZT I 37524" t=91r24 a=91W'. r' P57352' CNflJY165e'SI'F 1-474.30' 4-e5•0679• i 11 1e-42019' ("0.0-4e.4r stiq a+.B.-stsu a'r1r L-177,fr I-4r30'rY 00-2'S52" C#12-17254' ate-N7rrs's92 fir* PM 51117 1=127824 E--19437 t6 \--F=805.48' Ch.0=1t65r9' ate=s4r2O11 t Le.. ne Gafden 1) Estates Section 4 i Abt Book 44, Pogo 23 let terArrriv' r. SouNr Link. H.E. 1/4, 1lOr Seaton 32-53-4t Note 1 The bearings show„ hereon relate to an assumed bearing ;Myth 8818'78" East) amq the South line of the Northeast One -Quarter (►/4J of Section 3a Tolwrahp 53 South, Range 41 East A@amr-0odv Count), Florida. 2. This sketch is notvalidvalid egthout the siQmature and the rrtq*tl rased sea or Me ottestilq %lido 1'l4 O S r .T:J mapper. R - Koalas d - Delta Angle - Arc tength Ch.8 - Chord Bearing Ch.B. - Chad !Ystonce IDA SCHWEBKE SHISKIN + ASSOCIATES (L8-87) LAND S, RVEYORS • E• I .EE�.: • LAND PLANNERS ::ORPGRATI arc. IIIRAMAR FLORIN ",r ,. 7.1rE - ,1* 134:7MRD.(954) 435-7010 f9.X(305) 652-6264 THIS IS NOT A •LANC SLAVE.. Eu NO. 214269 :ATE 10/11/202i SHEET _ OF _ SHEErS' F g - NA roe • 11 SKETCH TO ACCOMPANY LEGA_ DESCRIPTION LEGAL DESO?PROV: ALL THAT PORTION OF LE.EUNE GARDEN ESTATES SECTION 4, ACCORDING TD BE PLAT THEREOF AS RECORDED IN PLAT BbdK 44 AT PAGE 2J, OF THE PUBLIC RECORDS OF NPAAR-DACE COMFY, FL OPLDA, L YNG WW1 THE BOL NYUARY If THE FC4LONRNG DESCRIBED LANDS 7VGETHER WTH UN-SUEIMED LANDS LYING WHIN ;NE NORTHEAST OE -QUARTS' (1/4) GF SECTION 32, TONNSHIP 5J SCuTH, RANGE 41 EAST SAID LANDS BEING MORE PARTICOYARL r DESCRIBED AS FOLLOWS COMMENCE AT 7NE SOUTHWEST CORNER OF TIME N9RTNAST CAE -WARIER (1/4) OF SAID SECTION 32, THENCE RUN ALONG THIS SOUTH INN. Of THE NORTHEAST Off-0UAR1IP (1/4) Of SO SECTION !Z NORTH 8808'18• EAST FOR A DISTANCE OF 649.34 FEET TVA POINT T}ENCE RUIN NORTH 0053'17' NEST FOR A INSTANCE OF 4501 FEET TO A Pate ON A LANE 45.00 FEET NORTH OF AND PARALLEL MTh, AS .MEASURED Ar RICHT ANGLES 70, PE SAP) SOUTH LAVE OF NE NOR EAST ONE-00017ER (t/4) OF SECTION J2;; THENCE' RUN ALONG THE EASTERLY LNb7ED ACCESS RIGHT -OF -MAY LINE O4 NW 4214) AVENUE (LEJEUNE ROAD) THE FOLLOMIENG SIX (6) COURSES; (1) THENCE RUN NORTH 005.7"17" lour FORA DETANa OF 5996 FEET TO A PONT; (2) THENCE RUN NORTH 48'58'49' WEST FORA DISTANCE OF 5625J FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CLAM GAVE TO THE NOR►7E4ST; (3) THEJi. R,W NORTHiAES7ERLY ALO{C THE ARC OF S40 CYURHE TO THE RIGHT, fi4 NC A RADIUS OF 470.00 FEET A CENTRAL ANGLE OF 78'0825: A CHORD' LENGTH OF 228.52 FEET ALONG A CHORD REARM OF NORTH .3037'45" BEST FORA ASTANCf OF 23084 FEET TO A POINT ON A ORCOCAR CLIME CONCAVE TO THE EAST AND THE PORT OF MAW OF THE PAWNING DESCRIBED PARCEL OF LAND; (4) THENCE CONTINUE ALONG SAE CURtf TO THE RIGHT, HAVING A NONE OF 470.00 FEET, A CENTRAL ANGLE OF tr02"27, 4 olosio LENGTH OF 10674 FEET ALONG A CHORD BEARING OF NORTH 095620" NEST FVR A DISTANCE OF 106.97 FEET Ft) A PORT OF TANCEI+Cy (.) BfNL'E RUN Nt?RT}H 0375 06" WEST FOR A LASTAPICE OF 62.161 FEET 70 A POINT (6) THENCE RUNT NORTH 0758b0 SOF FORA L'STANCE OF 193.68 FEET TO A POINT ON A LINE 50.00 FEET EAST OF AND PARALLEL N?Tk, AS ME4SURED AT RIGHT ANGLES IV, ThE 1.2'S7 L8IEE OF THE NORTHEAST ONE-OIUARIER 0/4 OF .SAID SECTION 32; THENCE RuN ALONG A UUNIE 50.00 FEET EAST 0f AND PARALLEL WIN A5 MEASuRED AT RIGHT S TO, THE NEST ti or 7?IE NoRTI,EAST ONE-OU4RTER (1/4` OF SOLO SECTION 32, NORTH O754 55' NEST FORA DISTANCE OF 992.21 FEET TO A PONT;7HENC'E RUN NORTH 88'4941 EAST FORA OISONGE OF 251.82 HST TO A r THENCE RAN hgRTH 70'04'29" EAST FORA DISTANCE OF 285.46 FEET TO A POAI'T ON THE NOORTH LINE OF SND SECTION 32; T €NCE :ROM' ALONG THE NORTH LATE OF S47 SECTION 32, NORTH 8724'21' EAST FORA ()STANCE OF 117.47 FEET TV THE POINT, PENCE R.Ik SOUTH 709427' NEST FOR 4 DISTANCE OF 49297 FLEET Tp A PORT OF CURVATURE OF A CROILAR CURIE CONCAVE TO THE SOUTHEAST TWICE RUN SOffTAINI5rtHLYALONG BE ARC OF SAC CIRCULAR CURAF TO THE LEFT HAVING A RAMS OF 19000 FEET A CENTRAL ANGLE OF 624426: A CHORD LENGTH OF 19782 FEET AND A CHORD BEARING OF SOUTH 38'42'14" NEST FOR AN ARC INSTANCE OF 208.06 FEEr TO A PONT THENCE RUN SOUTH 0720O1" WEST FAR A DISTANCE OF 16735 FEET TO A POW: THENCE RUN NORTH 72vo'r0' EAST FORA DISTANCE OF 1164.70 FEET TO A PONT; THENCE RIN SOUTH 0255:37' EAST FOR A IXSTANCE O< 35795 FEET TO A PGAWr V¢'7YCE MIN NORTH 8717324' EAST FOR A DISTANCE OF 4.09 FEET TO A PONWT OW A NON-TM'CENT L7lRCLQAR aevE CONCAVE TD THE NORTHEAST THENCE RUN SOUTHERLY ALONG THE ARC OF S410 CTRCIRAR CLRHVE TO TT:E LEFT HAM G A RAD )S OF 573.52 FEET. A O2"NTRAL ANGLE Or 12'47'34: A CHORD LENGTH OF 127.79 FEET AND A CHORD BEARING OF SOUTH 0839'1G' EAST FOR AN ARC DISTANCE OF 128.05 FEET TO A POINT OF 4POUND LARVA TtURE THENCE ROAN S JTFIEASTERL Y ALONG THE ARC OF A CIRCULAR CLOP►f TV RE LEFT, HMYNVG A RADIUS OF 21852 FEET A CENTRAL ANGLE OF 463 7; • 1A SCHWEBKE SHISKIN + ASSOCIATES (LB-87) LAND S._="':EYORS • ENGINEERS • LAND PLANNERS 324 ::ORPGRATE NAY. NIRAMAR NADA 1.5025 DE(305) 652-7010 EROhNK41f(954) 455-701D ta4(306) 5 2-E264 THIS IS NOT A 'LAND SURVEY.' ORDER NC • 214269 DATE.10J11(2021 SKEET _ OF _ SMEEIIS) F 2 . N.4 12 SKETCH TO ACCOMPANY LEGAL DESCRIPTION A Clow LEN;TN 712.54 ;Fir AND A C »1V :3EARN4L D.>< 5011/'18"05" L45 �, -' ARC DISTANCE OF 177 J6 FEET 7G A PONT OF COMPOUND CUR✓ATARE. T7-EN2' RUN EASTERLY ALONG THE ARC CF A 4R aiRif ' 'PE :E kA ANG A RADIUS OF 658.52 FEET, A CENTRAL MOLL OF 2255'46 ; A fJ KER77 LENGTH OF 267 /8 FEET A'. _ MARINO OF SOUTH 7311106"EAST, FOR AN ARC DISTANCE OF 26354 FEET TTI A PANT OF COMPOUND RUN EASTERLY ALONG 7HE ARC OF A C i RCC:2AR CL(RME TD THE LEFT, HANG A RAORIS* OF 216.52 FEET, A i ' -• 46 50"17; A CHARD LENGTH OF 772.54 PELT AND A CHORD LI`_ARINO AF NORTH 7215 52' FAST, FOR AN A!' OF 17736 FF£T TO A POINT OF COMPOUND CURVATURE ]HENCE RUN NCRTT,LERLY ALONG THE ARC uF A CAPC_'. . •* v 17f LEFTNAMW4O A RALXUS OF 57352 FEET A CENTRAL ANGLE AF 64WI1: A CHORD LENG7h Of 6CY3.36 F -'. - CHORD 8EARNG OF NORTH 765854' EAST. FAR AN ARC LXSrANCE OF 64124 FEET TO A PANT OF COMPOUND Cuw. -- ; THENCE RUN MYIRTIMIESTERLY ALONG TIE ARC OF A CIRCJLAR CURIE 7D DE LEFT, NAtINS A RADIUS OF 218.52 FEc ; 4 CENTRAL ANGLE OF 46-3077; A CIiA40 LENGTH OF 172.54 FEET AND A CHORD 8EARWVG Oh' NORTH 3878'05" NEST, FCN AN ARC DISTANCE OF 177.36 FEET TO A PANT OF COMPOUND C&RVATLWE 77*E/YCE RUN NOR7HNESTERLY ALONG THE ARC OF A CIRCULAR CURtf TO THE LEFT, HAVING A RADIUS OF 658.52 FEET A CENTRAL ANGLE OF 10130'0. A CHORD LENGTH CF 12063 FEET AND A CHORD KAR W OF PAWN 6648"J2" NEST FOR AN ARC DISTANCE OF 1208r .EC 1C A POWI TWICE RUN NORTH 7174 79' NEST FORA MINCE OF 146.44 FEET TO A PANT THENCE RUN ALONG --_ -7,4 LINE OF Ste SECTION 32 MORIN 877421" EAST FOP A DISTANCE Cr 56628 FLEET Tr) A Par 7 ENa ,;5"01'O6' EAST FOR A DISTANCE OF 244.78 FEET TO A PAINT THENCE RUN SOUTH 8658$4" NEST FOR A A'c-- - 59.97 FEET 70 A PANT; THENCE RUN SOLIDI 0.303'12" EAST FORA DISTANCE OF 375.24 FEET Ti) A POINT ON A n' . - _ , CONGA* Tit THE NORTHEAST: THENCE RUN SCW THNESTERL Y ALONG 7111E ARC CIF A CIRCO, - . L TC -._ A RALiUS OF 420.29 FEET, A CENTRAL ANGLE OF 85176?9; A CHORD LENGTH OF 568.4E __ A ,;r,:,-. - SOUTH 38'4505" NEST FOR AN ARC DISTANCE OF 62430 FEET 7i1 A POWrC,M 1'HE Fir _ :':171W7 NON-TANCEN- CIRCULAR COME CONCAIE IT) THE SAI1HEAST THENCE RUN SCRITHIESYERLV ALONG Ni - G A CIRCUAR— THE LEFT HAVING A RADIUS OF 865.48 FEET. A CENTRAL ANGLE OF 84a7'16' A G ORD _', C 7165.79 FEET +', 4 CHORD 8E4ROYG Of SOUTH 4776'31' NEST, FOR AN ARC DISTANCE OK 127824 FEET TC A .:ti'1'TRIEVEASE C;ARVATU+c. THENCE RUN SOUTHWESTERLY ALCM THE ARC CF e m CIRCULAR CURIE- TO 7HIE RIGHT HAVING A RADIUS OF 104.A? FEEL A CENTRAL ANGLE AF 8737'01", A CHARD LENGTH OF 744,42 FEET MO A C CW0 8EAR4VG OF SOUTH 4J'Ji11t 11E51: FOR AN ARC DISTANCE OF 759.64 FEET 70 A PANT THENCE RUN SOWN 8658'54' NEST FOR A DISTANCE OF 739.49 FEET ID THE POINT OF LEFGih9'LP41; CONTAP C Z242,089 SQUARE FEET MORE OR LESS OR 51.471 ACRES MACE OR LESS NOTE. 1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED D1EARING (NORTH 8975L9'18' EAST) ALONG THE SAJ'TH LINE OF TH¢ NORTHEAST ONE-OUARTEN 1/4)) OF SECTION 32, R7IINS'IP 53 SOUTH RANGE 4? EAST MM'AMI-DAL COUNTY, FLORIDA. 2. THIS SKETCH IS NOT VAL(A) IMTH(RIr 1}FE StWATLtf ANO THE ORK,eYAL RAISED SEAL OF THE .4 7ESTAYG FLORIDA UCCENsE0 St.R.EYOR AND MAPPER. SS A SCHWEBKE SHISKIN + ASSOCIATES LAND F. .E'!ORS • EI ,EE4S • LAND PLANNERS (LH-87) 324C CORPORATE WAY. NIRNJAh FLORIDA 3302t: E:.53;0 n.2 —Mt 0 ERDWARD(964) 435-701D FAX:(305) 652-624 THIS IS NOT 4 'Leh: `_,:; .E HEET _ OF _ HEED F U. NO . 21426E _TE 10/11/2021 N.A. 13 4073.5"J7b' SEW" Stadium Parcel: SKETCH TO ACCOMPANY LEGAL DESCRIPTION -LE: 1• 00' pQ O ESE GINNYNG •1 — -:"°7e-r24yrt wow' r-N70•D479'E 7E9 46' iC CO •.. i 10S'49'4 r 1 2.71.6r Ii SB7T.T741e 4.0S • I L=r2105' Art4r34' R�57.S52' C..D=72Z79' ate.a+or weal/ IL=477.36. 4=46'30417' 50. //.—/-{ ��% R=start• PxD.=172.54'-' 1 IV M738bC1r re368' At8 a1 4' a=b 42255'46'� L=26354' 65d5t' CM.A=?61.7t' Cita=.M1J01 t1IV !Lit um ST 11 _- _ - -- --- ---1 — —-, — __— } r - r -__, 1 J h II , . ._- her - Ile I — L IY J r CallIENCEMENT �ji/)Iv a0.pr Southwest Corner, r ELr�.rai 41.35 Northeast ;AAR�xrt71P eat' Section 32--53-41 f har2' 711 J9240' North Lhe, NE 1/' Comm Section 32-53-47Oil Northeast Section 32-53-47 1-f20 e0' e-1v3oj8. R-e5652' CNG -/70 6J' 044=565.48•J2t .'-r77J6' t-4rx rr R-7rear Gt17.-1/7-_4' Cres-sms 371r i f J '-1i1 i Le+Axms !r?dpr Estates Sedan 4 Plat Book 44, ye +� L WA' " IV J! LS -3.)059' ii cHa-5 4W Tb R-4740 " CHD y - _ r Page 23 �1 J� P(�dYr OF J i = i 1 S7r7479'E f4644' L=177 36' e=e610.4r r*--65.00• R-,Z,S 52" CHD=17254' Ch'9 r805F ti �i. 1-N1J4"d-6417.7'4 r' h R-57J. r 04.0 -EON Jr are -srI c' . 6•S7?41r 1' wN South the, N.E. 1/4, Section 32-53-41 Note 1. The bearings shown hereon relate to on assumed ben s+g (North 887)8 78' Lost) along the South bne of the Northeast One -Quarter (t/4) of Section 32, Townshto 53 South, Range 41 East Uiami- itoe Coontx F&ida. 2. This sketch is not 441 withcat the signature and Me stioinr raised seal el the ottesting Flaida ,licensed surveyor and mapper, R - Rodin d - Delta Angie L - Arc terlgbr Ch.8. - CAord Bearing Oh D - Chord Distance ®A SCHWEBKE S H 1 S K I N+ ASSOCIATES (Le-87) LAND SURVEYORS • ENGINEERS • LAND PLANNERS 3240 CORPORATE NAY. 4IRAMAR FLORIDA .3 025 DADE<30S) 652-1010 6ROYNARD(954) 435-701C P4(305} 652-62154 ORDER NO • 2142e9 -HIS IS NOT A. "LAND SURVEY_' DATE 10/11/2021 %CET OF _ SMEET{5) F e N.A. 14 SKETCH TO ACCOMPANY LEGAL DESCRIPTION LEGAL DESC:0M70M; A PORTTO N CF LN-St4B'i t"^�" ' A'i�5 L r7M+G A7TkN THE NORTHEAST ONE -QUARTER (7/4) OF SECTION 3Z R)NNSHI° 53 S0U77H, RANGE 41 EAST SAID •' . _ MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE As THE SOQ11-•'=_' CORNER OF THE NORTHEAST ONE -WAFTER (1/4) OF SAO SECTION 32.; THENCE RIAI ALOAC THE SOUTh 1LNE LIE-o.W.TEP (7/4) OF S440 SECTION 32, NORTH 88-08'18' EAST FOR A INSTANCE OF 649.34 FEET 7D A PON17 'i NORTH 07"5J'17' HEST FOR A DISTANCE OF 4501 FEET A PONT ON A LINE 45,00 FEET NORTH OF AND PARALLEL 477,-, ... ui1SIRED A7 RIC HT ANGLES TO, TUE SAO SOUTH Lh'E OF THE NOONEAST ONE-OLARTER (1/4) OF SECTION J2,' THENCE RUN ALONG TIE EASTERLY LAVED ACCESS RHGI1T-Q -INLY UNYZ GN NW 42ND AVENUE (Lf.EUNE R040) 71te FOLLORI NG FNE (5) COURSES, (1) THENCE RUN NORTH cow', r NEST FOR A DISTANCE OF 59.96 FEET M A POINT, (2) THENCE RUN NORTH 48 58 49' NEST FOR A (ATANCE OF 562.5J FEE7 7D A POINT ON THE NEXT Df. SCPI1I±0 CAROLRAR CURVE CONCAvE TO THE NORTHEAST (3) HENCE RUN NORTh$ES7ER/Y ALONG THE ARC OF 5442 CUP& TV THE RIO'< NAv7NC A .RADIUS OF 470.00 FF..ET. A CENTRAL ANGLE OF 41'10'32; A O * QD LENGTH OF 330.59 FEET ALONG A CHORD BEARING OF .NORTH 2410032' NEST FOR A INSTANCE OF .331,81 FEET 7D A POINT OF TANGENCY: CNY: l4) THENCE RUN NORTH RT25 A6" NEST FOR A IXSTAWCE OF 62361 FEET 70 A POINT (5) THENCE RUN MIRTH 0758 00' NEST FOR A A'S771MC£ OF 193.68 FEET 70 A POINT ON A L#E 5000 FEET EAST OF AND PARALL& N1TH, AS ME45tR?fD AT RIGHT ANY,YES TC. THE 11f3T LI1E OF THE NCNRT EAST ovf-QGMR1L 7/4) O` SECT?GN 32, THENCE RUN ALONG A UNE 50.00 FEET EAST Of AND PARALLEL N77k AS MEASURED AT ROD' ANGLES 77 HEST LIME OF THE NORTHEAST ONE -DARTER (1/4) OF SA40 SECTION 32, NORTH D1754'5" 11 'T Ft* A INSTANCE OF 992.21 FEET 7U A PORT TENCE RON NORTH 88'49 41 " EAST FORA 0/5774NCE OF 251.82 FEET TIT A PONT ThENCE RUN NORM 70'04 29' EAST FOR A DISTANCE OF 285.46 FEET TO A PINT ON THE NORTH LINE OF SAID .SECTION 3Z' THENCE "TUN ALONG 7HE NORTH UNE OF 5442 SfCA0N 32, FORTH 872421 • EAST FOR A DISTANCE OF 609.4$ FEET TO NE PINT OF EEaN NYG Of THE FOLLOMI4G DESCR6ED PARCEL OF LAND; THENCE CONTINUE ALONG THE NORTH OWE OF SAID SECTION 32, NORTH 872421 " EAST FOR A DISTANCE OF .392.40 FEET TO A PONT THENCE RUN SOUTH 712479' EAST FCR A INSTANCE OF 146.44 FEET TO A PONT OVA NOW -TANGENT (7RCUQAR CURIE MACAW TO THE 50UTHNEST THENCE RUM SOUTHEASTERLY ALCWG THE ARC 0" SAID CIRCULAR CURVE TO 7U RIGHT 7 AMMO A RADUS OF 65852 FEET A WITRAL ANGLE OF 703038", A CHC4TD LEVON OF 120.63 FEET M!0 A CHORD 8EAANG. OF SOUTH 66'48'32' EAST FOR AN ARC DISTANCE OF (2080 FEET TO 4 POINT OF COMPOUND CURVATURE THENCE RoN SOUTHEASTERLY ALONG 0E ARC OF A CIRCULAR CLR OE TO WE R7QNT, WING A RADIUS OF 21852 FEET A CENTRAL ANGLE OF 461J0'17, A CHORD LENGTH OF 172.54 FEET AND A CHORD 9EARNW OF SOUTH 381805' EAST FOR AN ARC DISTANCE OF 17736 FEET TO A POUT OF COAAgp(.PQ7 CLR'VATU' 77 NCE RIA SOUTHERLY ALONG THE ARC CF A CIRCULAR CURbf TO THE RIGHT, HAMVG A RADIUS CF 57.152 FEET A CENTRAL ANGIE OF 64V347' A CHORD LENGTH OF 60836 FEET AN0 A CHORD DEARING OF SOUTH 1558'54' NEST, FOR AN ARC DISTANCE OF 641.24 FEET TO A POWT OF CONPOuNO CURVATURE: THENCE RUN *STOW Y ALONG THE ARC OF A 07RCLLAR CLR►f TO THE RXQ4T, HAONG A RADIUS OF 21852 FEET A CENTRAL ANCxE OF 463077, A CHORO LENGTH OF 17254 FEET AND A CHORD &ARWG OF SOUTH 7275'52' NEST, FOR AN ARC DISTANCE OF 177.36 FEET M A POWT OF COAPOUa1D CURVATURE. THENCE RUN NESTER?' ALONG IN ARC OF A CIRCULAR CURIE TO THE R1GHTN HMOIMMO A RADIUS OF 65852 FEET A CENTRAL ANGLE OF 2255'46' A CHORD LENGTH OF 261.78 FEET AND A O ?0 EEARANG OF NORTH 7JV1'016• NEST, FOR AN ARC DISTANCE OF 26354 FEET TO A POINT OF COMPOUND CURVATURE, THENCE RUN NORTMIES7ERL Y ALONG THE ARC OF A QRCU L AR CURVE To THE RIGHT HAYING A RADIUS O< 21852 FEET A CENTRAL ANGLE OF 46 3017" A CHORD LENGTH OF 172.54 FEET ANY- c CHORD BEARING OF NORTH 3878'05' NEST, FOR AN ARC DISTANCE OF 177.36 FEET TO A POINT OF COMPOUND alii'vA7 THENCE R(.W NORTHER Y ALONG THE ARC OF A CIRCULAR CURIE TO THE RIGHT RIMING A RAMS OF 573.52 FEET A ANGLE OF 12'4734' A CHORD LENGTH CF 12779 FEET AND A CHORD BEARING OF NORTH 0839'11)" NEST FOR AN ARC - _ 'aF 72805 FEET TO A P01'NT THENCE RUN SOUTH 87VJ'24• IIEST FOR A DISTANCE OF 4 09 FEET 7C1 A POINT 71ENCc 40P7H 025537" NEST FOR A DISTANCE OF 508.92 FEET To THE PC94T OF tELNlt1/NN` CONTAINING 547,554 SY)UARE FEET MORE OR LESS OR 12.570 ACTES MORE OR LEST NOTE 1. THE BERMS SHOO HEREON ELATE T(7 AN ASSUMED SEARING (NORTH 88108'18` EAST) ALONG THE SOUTH LANE OF THE NORTHEAST ONE-CUAR7ER (1/4) OF SECTION 3Z TONNSFIW 53 SOUTH, RANGE 41 EAST ARAM -DACE OXINTK FLORIDA 2 TITS SKETCH IS NOT VAUD IK7HCUT THE SIGNATURE AND TIE ORHGNAt RAISED SEAL OF THE ATYESITNG FLOR40A LICENSED 9AR►£7Gw AN17 MAPPER SS A SCHWEBKE S H I S K I N+ ASSOCIATES LAND SURVEYORS • ENGINEERS LAND LANNERS (1.9-87) 324C CORPORATE Re. MIRAMAR, FLORIDA 33025 DADE(3O5) 652-701C L^t:7M.Air.(954) 435-7010 FU:(3051 652-62M THIS IS NOT A 'LAN: =.JRVEH.' ORDER ND• 214269 DATE: +C/1'/2021 SHEET _ OF _ SHEET(S) F R ' ^ 451 15 Major League Soccer 420 Fifth Avenue, 7`h FI. New York, NY 10018 MLSsoccer.com 212.450.1200 Victoria Mendez, Esq. City Attorney City of Miami, Florida 444 SW 2°d Avenue, 9th Floor Miami, FL 33130 Dear Ms. Mendez: January 23, 2023 This letter confirms that Major League Soccer ("MLS") is aware that Miami Freedom Park, LLC ("MFP"), is culminating negotiations with the City of Miami to lease an approximately twelve (12) acre property generally located at 1400 NW 37th Avenue, Miami, Florida (the "Soccer Stadium Site"). The lease grants to MFP and its assignees the right to construct a soccer stadium within the Soccer Stadium Site. The soccer stadium will serve as the future home to InterMiami CF. MLS has expressed support of InterMiami CF's decision to move its home matches to the City of Miami and, specifically, to the Soccer Stadium Site. Sinferely, sleet� Anastasia Danias Schmidt Executive Vice President & General Counsel Major League Soccer m 6