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Exhibit 1 SUB
T� J N.W. CORNER OF S.E. 1/4 , N.E. 1/4 SEC. 36-53-41 S.E 1/4 OF N.E. 1/4 SEC. 36-53-41 ABBREVIATIONS (P) R/W P.B. PG. SEC. P.O.C. P.O.B. N. T.S. BDY. PLAT DATA RIGHT —OF— WAY PLAT BOOK PAGE CENTERLINE MONUMENT LINE SECTION POINT OF COMMENCEMENT POINT OF BEGINNING NOT TO SCALE BOUNDARY „Toy- evintyk. LOCATION SKE�TC r N.E fl7 STRETa SUBJECT R/W TO BE CLOSED BLOCK 12 P.B. "A" , PG 49 1/2 S. W CORNER OF G"2 1 S.E. 1/4 , N.E. 1/4 SEC. 36-53-41 —o/H—o/H— OVERHEAD WIRES CHAIN LINK FENCE G"2 I p G"2 Mh STREET 6 3 4 9 0� (LS>. 10 11 12 ,/ N.E 5, STET N.E. CORNER OF S.E. 1/4 , N.E. 1/4 SEC. 36-53-41 X TRACT "A" (PB.108 - PG 55) E. 1/4 CORNER OF SEC. 36-53-41 N.E f/4T L! STREET SYMBOLS ® DRAINAGE MANHOLE ❑p ELECTRIC BOX Fs_ GV EXI FIRE HYDRANT F.P.L. MANHOLE GAS VALVE GUY WIRE CURVE DATA R L TAN RADIUS 94v d.e..r_ k. r O ` H \\A Z 00 i V� VA WZ NQ PARKING METER CATCH BASIN 71' POWER POLE SIGN SO SANITARY SEWER MANHOLE 0 �iraNr, spar.F PALM TREE THIS O 'L!G> 1 � .. OLA SUBSTITLITION0TO SANITARY SEWER VALVE TREE A a Af4NHOL UNKNO N Y..� BE �p ER A. 'e t h^Moni, .e Si eacarto s,.yzn.w..,,p gs..yo•.y, onei thaa . I w ,...d „ .y.,„a.,.d wird. ern. pan.4 15.4.,.see.:e,. 9e iecoyno snybnase• .y tse..ytanvy, TOPOGRAPHIC SURVEY FOR: THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: N.T.S. DESIGNED BY: (DRAWN BY:IC (CHECKED BY:H.W. ,PATE: 06/29/05 APPROVED BY: M.B FIELD BOOK No. PAGE No S-45 BISCAYNE ENGINEERING COMPANY, INC. Consulting Engineers • Planners •Surveyors MIAMI 1l`_w, 529 WEST FLACLER STREET WEB SITE: www.bisco —^,7"-7 FLORIDA. 33130 E—MAIL: infoObiscoreeengin�aering www.biscoreengineering.co (305) 324-7671 •I IOFD IOW FAX: (305) 324-0809 0 ELI Z c BLOCK 12 -)Ittire sjui..,2„viNair MATCH - LINE A -A I� Q 614 0 - 0 6P P,ckPO, 0 DIRT LOT 12 Ll l E 11 r>JCSh STREET T FLAGLER STREET (P) N00.38' 5.00' X � a 0 0 cc 0 0 0 25.0' FND PK N&W NO ID 0 9'02 41• A.1-4 4 .9Y ..d ,Id[ rn 0m rrr \AP _.O TOPOGRAPHIC SURVEY s?)••C. '30' as - Uco cc0o 1-wm Il�a an W R=25.00' L=39.56' Tan=25.29' Tan 25.30'(P) 0e39'56" A=90°40'20"(P) FND PK &W LB#2094 FND 60D N&W PRM 2094 DRAWING No. 2090-SS-45 i...6.4. p«..... 2:..y... 6+.y:...,w.y g.,.yw.yn 9 BISCAYNE ENGINEERING COMPANY, INC., Consulting Engineers • Planners Surveyors MIAMI 529 WEST FLAGLER STREET WEB SITE: rrr.aieca een neern c FLORID A, 33130 7n giig. E—MAIL• info061scayfteengineering.co ND P1 N&D B# 4'07 L FND D.H. d NO ID in FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: 1 "=30' DESIGNED BY: (DRAWN BY:IC (CHECKED BY:H.W. PH: (305) 324-7571 PoULIFD ISM FAX: (305) 324-0609 QATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. 0 z 0 .� w CO z Z I cam. c): w 60 �u J 0 0 } J� = NORHT BOUNDARY n2' C. & G. BLOCK 12 5' 6'C.L.F. fN FND N&W NO ID ',so" PARKING SPAC(S N 4 VVEY FND MONUMENT n� 1 /NO ID 'ARROTzi--© ST. (P) NDE i 77egh arG CSC 7r N8X58'45 7 .71'(C W s CO Z 2 ..0' Q 0 0 0 o 0 25.0' o/ MATCH LINE A -A Y/,le. d„.:mu/ is as p.r r.., y, et .8i°carno • ,...d 0 WO WO O -i V rn 1 VXI ‘,....i.Z p o — TOPOGRAPHIC SURVEY .y,,»au4 FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: 1 "=30' DESIGNED BY: 'DRAWN BY:IC !CHECKED BY:H.W. ,PATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. FND D.H. NO ID PK N&W =25.00' =38.98' an=24.71' 0=8919'47" =89°20'20"(P) FND 1 /2"01.P. LB# 87 Z 0 E • Z Q I f1 CD 03 Y = V }aa V(n D co v~iwo O O N L M L.L m wa FND I.P. Ili 1 /2"o W 0.09' EAST DRAWING No. 2090-SS-45 gaud. h. r.4 ,,,:u..d ei Siecar,,. 6,.9:ee.,:,.q BISCAYNE ENGINEERING COMPANY, INC. Consulting Engineers . Planners Surveyors MIAMI 529 WEST FLAGLER STREET FLORIDA. 33130 PH: (305) 324-7671 •FOUNDED fr FAX: (305) 324-0809 WEB SITE: www.biscofneengineering.c E—MAIL: infoObiscayneengineering.coi J_._ 0 0 o a• J N� J J \ �HrIrC UVErf LEGAL DESCRIPTION (PORTION OF N.E. 1ST COURT); A PORTION OF N.E. 1ST COURT (FORMERLY KNOWN AS CORDOVA AVENUE), LYING NORTH OF N.E. 15TH S (FORMERLY KNOWN AS FLAGLER STREET), AND LYING SOUTH OF N.E. 16TH STREET (FORMERLY KNOWN A STREET), AS SHOWN ON PLAT ENTITLED NORTH MIAMI, ACCORDING TO THE PLAT THEREOF, AS RECORDED BOOK A, AT PAGE 49-1/2, AND PLAT ENTITLED JEFFERSON'S ADDITION, ACCORDING TO THE PLAT THERE RECORDED IN PLAT BOOK 108, AT PAGE 55, BOTH OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 12, BLOCK 12, NORTH MIAMI, ACCORDING TO THE PLAT AS RECORDED IN PLAT BOOK A, AT PAGE 49-1/2, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, F THENCE NORTH 00°38'58" EAST, ALONG THE EAST BOUNDARY OF SAID BLOCK 12, A DISTANCE OF 5.00 THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°38'58" EAST, ALONG THE EAST BOUNDARY OF S 12, A DISTANCE OF 350.21 FEET; THENCE NORTH 89°58'45" EAST, ALONG THE EASTERLY PROJECTION OF LYING 5.00 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES TO, THE NORTH BOUNDARY OF SAID BLOCK LINE BEING COINCIDENT WITH THE WESTERLY PROJECTION OF THE NORTH BOUNDARY OF TRACT "A", JEFF ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 108, AT PAGE 55, OF THE P RECORDS OF MIAMI—DADE COUNTY, FLORIDA, A DISTANCE OF 74.71 FEET TO THE POINT OF CUSP OF A C CONCAVE TO THE SOUTHEAST, HAVING AS ITS ELEMENTS A RADIUS OF 25.00 FEET AND A CENTRAL ANG 89°19'47"; THENCE SOUTHWESTERLY, ALONG SAID CURVE AND ALONG THE NORTHWESTERLY BOUNDARY 0 TRACT "A", AN ARC DISTANCE OF 38.98 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00°38'58" WES THE WEST BOUNDARY OF SAID TRACT "A", A DISTANCE OF 300.21 FEET TO THE POINT OF CURVATURE 0', CURVE CONCAVE TO THE NORTHEAST, HAVING AS ITS ELEMENTS A RADIUS OF 25.00 FEET AND A CENTRE ANGLE OF 90°39'56"; THENCE SOUTHERLY, SOUTHEASTERLY AND EASTERLY, ALONG SAID CURVE AND ALONG THE,, SOUTHWESTERLY BOUNDARY OF SAID TRACT "A", AN ARC DISTANCE OF 39.56 FEET TO A POINT OF CUSPS THENCE•'. SOUTH 89°59'02" WEST, ALONG THE EASTERLY PROJECTION OF A LINE LYING 5.00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES TO, THE SOUTH BOUNDARY OF SAID BLOCK 12, SAID LINE BEING COINCIDENT WITH THE WESTERLY PROJECTION OF THE SOUTH BOUNDARY OF SAID TRACT "A", A DISTANCE OF 75.30 FEET TO 1 E POINTI OF BEGINNING. ALL OF THE FOREGOING LYING IN SECTION 36, TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIAIIr=1),,4QU COUNTY, FLORIDA, AND CONTAINING 17,779 SQUARE FEET (0.41 ACRES), MORE OR LESS. SURVEYOR'S NOTES; 1. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN AND ARE REFERENCED TO THE CITY OF MIAMI MONUMENT LINE OF N.E. 1ST COURT, HAVING A BEARING OF N 00'38'58" E 2. LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED BY BISCAYNE ENGINEERING COMPANY FOR EASEMENTS, RIGHTS —OF —WAY OR ANY OTHER MATTERS OF RECORD. OWNERSHIP AND REVERSIONARY INTERESTS ARE SUBJECT TO AN OPINION OF TITLE. 3. THE PURPOSE OF THIS SURVEY IS TO DEPICT (HORIZONTALLY) THE IMPROVEMENTS LYING WITHIN THE SUBJECT PROPERTY. THIS IS NOT A BOUNDARY SURVEY 4. REFERENCE BISCAYNE ENGINEERING COMPANY DRAWING BR-937 (ORDER NO. 03-76706). 5. 07-19-05, REVISE PER CITY OF MIAMI MISCELLANEOUS COMMENTS. SURVEYOR'S CERTIFICATE; I HEREBY CERTIFY THAT THE ATTACHED "TOPOGRAPHIC WAS PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR LAND SURVEYING, CHAPTER 61G17-6 FORTH BY THE FLORIDA BOARD OF SURVEYORS AN 627 5 i 11 ; :RI' 0 ROA;,„,�, LL� O„ LANEb,,� 12;`:. SAG, ," RVE *,.. r SAID • ,ALONG A" MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RASED SEAL OF THE ATTESTING FLORIDA LICENSED SURVEYOR AND MAPPER. BISCAYNE ENGINEERING COMPANY, INC. 529 WEST FLAGLER STREET, MIAMI, FL. 33130 (305) 324-7671 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION EB-0000129, LB-0000129 SURVEY DATE: 06-29-05 eTh DATE:07-19-05 MIKE J. BARTHOLOMEW PROFESSIONAL SURVEYOR AND MAPPER No 5666 STATE OF FLORIDA DRAWING No. 2090-SS-45 5 d e .y m u. f.,q,e.ry .ernum, s n... , is. y o 9c.nd ,ram net 6 .T \ ..pa..6 duateadr.. ,. a ../ Army.. s ..,w p 0 WA VM V77 fN Z NO TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: 1 "=30. DESIGNED BY: 'DRAWN BY:IC iCHECKED 8Y:H.W. `,PATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. FLUQ°O 1MO BISCAYNE ENGINEERING COMPANY, INC. Consulting Engineers • Planners •Surveyors MIAMI 529 WEST FLACLER STREET FLORIDA, 33130 PH: (305) 324-7671 FAX (305) 324-0809 WEB SITE: www.biscoyneengineering.co E—MAIL in foObiscoyneengineering.com w N.W. CORNER OF S.E. 1/4 , N.E. 1/4 SEC. 36-53-41 5•_ •C N. T.S. S.E 1/4 OF N.E. 1/4 SEC. 36-53-41 ABBREVIATIONS (P) PLAT DATA R/W RIGHT-OF-WAY P.B. PLAT BOOK PC. PAGE CENTERLINE MONUMENT LINE SECTION POINT OF COMMENCEMENT POINT OF BEGINNING NOT TO SCALE BDY. BOUNDARY --o/H—o/H— OVERHEAD WIRES CHAIN LINK FENCE SEC. P. O. C. P. O.B. N. T.S. 3_7) ) 4I'C SitiLL_AFEIT9 L OC 6PIrO1��I SIitag e �a $ ali7a Moto 217GV STR E7r SUBJECT R/W TO BE CLOSED aC S7ML L T BLOCK 12 P.B. "A" , PG 49 1/2 S. W CORNER OF G'2 r S.E. 1/4 , N.E. 1/4 1 SEC.36-53-41 CURVE DATA 1 r 6 4 'C� 10 9 11 12 ij SYMBOLS • DRAINAGE MANHOLE ❑p ELECTRIC BOX FIRE HYDRANT F.P.L. MANHOLE GAS VALVE F�L CV GUY WIRE Eh STREET N.E. CORNER OF S.E. 1/4 , N.E. 1/4 SEC. 36-53-41 TRACT "A" (PB.108 — PG 55) � O"6 E. 1/4 CORNER OF SEC. 36-53-41 e PARKING METER CA TCH BASIN -' POWER POLE SIGN O SANI TARY SEWER MANHOLE SA NI TA RY SEWER VALVE TREE R RADI"tHIS DOCK N N P KA «.UBST LYTICYN TO L TAN LENGTH LIGHT POLE D4 VA OW W U KR DRIGIN!AL 61)-4-kr- 1-v- TANC MANHOLE (IJNKNOWN� DELTA .�EE1 ai T a D H IZ... f fll 1' '",_mVALVE fom..iirssaaamrusesmamrrai+---.aammea— s:-rAMMWMSr 5h 4. ,e ofn AZ 9 e,ad a/dd net G..e.d TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI-DADE COUNTY SCALE: N.T.S. DESIGNED BY: ATE: 06/29/05 APPROVED BY: M.B. (DRAWN BY:IC (CHECKED BY:H.W. FIELD BOOK No. PAGE No. DRAWING No. 2090—SS-46 BISCAYNE ENGINEERING COMPANY, INC. t"C"‘"?..,y,.., 529 WEST FLACLER STREET Consulting Engineers • Planners •Surveyors MIAMI FLORIOA. 33130 PH: (305) 324-7571 FOUNDED INS FAX: (305) 324-0809 WEB SITE: www.biscoyneergineering.co E—MAIL infoODiscoyneengineering.c• 4.4 19w w 7/20/2005 121054 drawl,. y = Or ' — Z O NJ Jefrh:a ? _� _J _ I_J ' UVEY MATCH LINE B-B 0� 0 N 0 M w a co 0 O P.O.B. SOUTH BOUNDARY. x BLOCK 1� W 10.0' 0 N 0 14.) co 0 0 W 2 1) W PARKING SPACE (TYPICAL) S89 59'02"W r10.00' 7- O GUARD HOUSE N00'38.53"E 5.00' L V OO LI 5g TLI LI L- E LI FLAGLER STREET (P) 5••C. > "-30' ME lof couRr DRAWING No. 2090-SS-46 .. 6i. p. .,.ram. 94:..my.._ s„y:,....awq If.,.ym..y., Inc. ma aka ,.l I. "..d ." "y„„d,c.d in m..c.ir «. w Arw.4 ,..,u,,.d tumWeeia. si 8i.coy„r. s.19Ws...cmy,. If8.,y,ea.y., 9 BISCAYNE ENGINEERING COMPANY, INC. Consulting Engineers - Planners Surveyors 529 WESTMFLRAC1 ER STREET Y.^ ,yY FLORIDA. 33130 PH: (305) 324-7671 -/plito 141111 FAX: (305) 324-0809 TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: 1 "=30' DESIGNED BY: (DRAWN BY:IC 'CHECKED BY:H.W. QATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. WEB SITE: www.biscoyneengineering.co E—MAIL: infoObiscoyneengineering.cor F-LU - ilsoomPta b b 4 Jatc_. 217E'Y PARROTT ST. (P) E MD fOgh STREET NORTH BOUNDARY N8958'45"E d BLOCK 12 ' 10.00' „se' C; 10.0' Lu 1— C3 • • C 'L-80' 2' C. & G. h . d • Nr 6'C.L.F. SPACE -(TWI-CAL) csJ 0 rf) " rcr- 2 • U (.9 0 I— CI —1 ce Ca 0 < - minas cu "70 =MU Callgar 01.) ) co' a m Z uu , Skew:kr.. enpinworInv, trOrP10.0•11,6. AC. a.c6 ,Aa11 nod do toad e. ,41frecluxed cam!. s. ie. 1.1,4 cuarosul /{4,1/1.14010,11. a/ Sitscar. efuitivroareterrely VjA BISCAYNE ENGINEERING COMPANY, INC. TOPOGRAPHIC SURVEY M •NJ X 0 z 10 k. 0 MATCH LINE B—B FOR:THE SCHOOL BOARD OF MIAMI-DADE COUNTY p SCALE: ‘..p ATE: 06/29105 DESIGNED BY: APPROVED BY: M.B.B. 'DRAWN BY:IC ICHECKED FIELD BOOK No. PAGE No. DRAWING No. 2090-SS-46 529 WEST FLAGLER STREET FLORIOAL 33130 : PH(305) 324-7671 Consulting Engineers Planners .Surveyors MIAMI 'FfANCIED NM FAX (305) 324-0809 WEB SITE: www.biscoyneengineering.co E—MAIL: infoOlaiscayneengineering.co -.LT) jo. 7*--k °RI&° �r•� � � � f ! was `.. rA � �V. � � y j . �Il . r L CAN B LEGAL DESCRIPTION (POR-IS E��M;�TEND� ��_HIS DOCUMENT A PORTION OF THE ALLEY, 10 FEET IN WIDTH, RUNNING NORTH -SOUTH IN BLOCK 12, NORTH MIAMI, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK A, AT PAGE 49-1/2, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING NORTH OF N.E. 15TH STREET (FORMERLY KNOWN AS FLAGLER STREET), LYING SOUTH OF N.E. 16TH STREET (FORMERLY KNOWN AS PARROTT STREET), LYING EAST OF N.E. 1ST AVENUE (FORMERLY KNOWN AS PALM AVENUE) AND LYING WEST OF N.E. 1ST COURT (FORMERLY KNOWN AS CORDOVA AVENUE), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 11, BLOCK 12, NORTH MIAMI, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK A, AT PAGE 49-1/2, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE NORTH 00°38'53" EAST, ALONG THE EAST BOUNDARY OF SAID LOT 11, BLOCK 12, A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°38'53" EAST, ALONG THE EAST BOUNDARY OF LOTS 2, 3, 6, 7, 10 AND 11, SAID BLOCK 12, ALSO BEING THE WEST BOUNDARY OF SAID ALLEY, A DISTANCE OF 350.20 FEET; THENCE NORTH 89°58'45" EAST ALONG THE EASTERLY PROJECTION OF A LINE LYING 5.00 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES TO, THE NORTH BOUNDARY OF SAID BLOCK 12, A DISTANCE OF 10.00 FEET; THENCE SOUTH 00°38'53" WEST, ALONG THE WEST BOUNDARY OF LOTS 1, 4, 5, 8, 9, AND 12, SAID BLOCK 12, ALSO BEING THE EAST BOUNDARY OF SAID ALLEY, A DISTANCE OF 350.20 FEET; THENCE SOUTH 89'59'02" WEST, ALONG THE WESTERLY PROJECTION OF A LINE LYING 5.00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES TO, THE SOUTH BOUNDARY OF SAID BLOCK 12, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. ALL OF THE FOREGOING LYING IN SECTION 36, TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA, AND CONTAINING 3,502 SQUARE FEET (0.08 ACRES), MORE OR LESS. SURVEYOR'S NOTES; 1. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN AND ARE REFERENCED TO THE CITY OF MIAMI MONUMENT LINE OF N.E. 1ST COURT, HAVING A BEARING OF N 00'38'58" E 2. LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED BY BISCAYNE ENGINEERING COMPANY FOR EASEMENTS, RIGHTS -OF -WAY OR ANY OTHER MATTERS OF RECORD. OWNERSHIP AND REVERSIONARY INTERESTS ARE SUBJECT TO AN OPINION OF TITLE. 3. THE PURPOSE OF THIS SURVEY IS TO DEPICT (HORIZONTALLY) THE IMPROVEMENTS LYING WITHIN THE SUBJECT PROPERTY. THIS IS NOT A BOUNDARY SURVEY 4. REFERENCE BISCAYNE ENGINEERING COMPANY DRAWING BR-937 (ORDER NO. 03-76706). 5. 07-19-05, REVISE PER CITY OF MIAMI MISCELLANEOUS COMMENTS. 94:. dna...ay rd (A. fo.y"-.!y, m Vrn o V z1 AQ nyoZ 4 amaoy... dnpc,' ' "? f4.wybany, 9 and 1/ /l .I.. e.d ,yu.d..,d TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: 1"=30' DESIGNED BY: (DRAWN BY:IC (CHECKED BY: H.W. ,PATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. SURVEYOR'S CERTIFICATE; I HEREBY CERTIFY THAT THE ATTACHED "TOPOGRAPHIC SURVEY" WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING, CHAPTER 61G17-6 AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE ATTESTING FLORIDA LICENSED SURVEYOR AND MAPPER. BISCAYNE ENGINEERING COMPANY, INC. 529 WEST FLAGLER STREET, MIAMI, FL. 33130 (305) 324-7671 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION EB-0000129, LB-0000129 SURVEY DATE: 06-29-05 DATE: 07-19-05 E J. BARTHOLOMEW PRO FESSICiNAL SURVEYOR AND MAPPER No 5666 STATE OF FLORIDA DRAWING No. 2090-SS-46 cob fn - w.ilh.oe p..wa away.» s y:' ? zs.nyany, BISCAYNE ENGINEERING COMPANY, INC. Consulting Engineers • Planners •Surveyors MIAMI 529 WEST FLACLER STREET FLORIDA. 33130 PH: (305) 324-7671 "mum tar FAX (305) 324-0609 WEB SITE, www.biscoyneengineering.co E-MAIL: in foObiscoyneangineering. Corr bpi N.W. CO • R OF S.E. 1/4 , N. 4 SEC. 36-53 S.E 1/4 OF N.E. 1/4 SEC. 36-53-41 ABBREVIATIONS (P) PLAT DATA R/W RIGHT-OF-WAY S.W CORNER OF C" PC. PAGE P.B. PLAT BOOK S.E. 1/4 N.E. 1/4 SEC. 36-53-41 CENTERLINE ►�i MONUMENT LINE SEC. SECTION SYMBOLS P.O.C. POINT OF COMMENCEMENT QD DRAINAGE MANHOLE P.O.B. POINT OF BEGINNING []E ELECTRIC BOX Jefi_12a_, lSiUVE1Y LOCATIONSKETCH r CH �n9 7G� SSF CSC SUBJECT R/W TO BE CLOSED BLO K 122 P.B. "A" , 49 1/ N. T.S. NOT TO SCALE y`rb FIRE NYDRAN r BOY. BOUNDARY Fv F.P.L. MANHOLE --o/H—o/H— OVERHEAD WIRES K $ CHAIN LINK FENCE CAS VALVE CURVE DA TA R RADIUS L LENGTH TAN TANGENT DELTA ANGL E— GUY WIRE HANDICAP PARKING SPACE CM STREET 1 V , 3 4 '6 9 .K 10 11 12 77gep STREET N.E. CORNER OF S.E. 1/4 , ! . E. 1/4 SEC. 36-5,-41 ti E) TRACT "A" (PB.10 i0955 I-- 03 nr. L E. 1 SEC. �IoGo f74T, ' ST GG F PARKING METER CA rCH BASIN `a-' • • WER POLE —Cr- SIG O SANI TA ` SEWER MA/ SANITARY . ER VAL :Lee. • 6J WN) DRAWING No. 2090-SS-45 9/w £. M/1/4•41..f 2".?.. B..pc.....w.y >s.,.y a,.y, 9 d..d .Aea ...I a. ,...s ....y...d.r.d - .J..a ... » p.4 .-1(.,r per.......{ $:,...... BISCAYNE ENGINEERING COMPANY, INC.` Consulting Engineers - Planners • Surveyors MIAMI 329 NEST FLAR STREET FLORIDA, 33130 PH: (305) 724-7671 'Dui[D iese FAX (305) 324-0809 TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: N.T.S. DESIGNED BY: (DRAWN BY:IC (CHECKED BY:H.W. ,I) ATE: 06/29/05 APPROVED BY: M.B. RELD BOOK No. PAGE No. WEB 547E: 4444.E46667neengin eeri49.co E—MAIL: in loOOisco yn eengineerinq.co CO O N —PARKIN-0 SPACE (TYPICAL) G l'J a E0 FLAGLER STREET (P) L, \\ '3 V A AU. O �O O BIS Tire BUJ 21111E1 MATCH LINE Q ti Q DIRT GUARD P.O.B. N-r- HOUS FND N fro &W ko.E.C. 012 o—rwe-rtNe—wo--Wo-- SOUTH BOUNDARY TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI-DADE COUNTY SCALE: 1'_30• DESIGNED BY: ,PATE: 06/29/05 APPROVED BY: M.B. (DRAWN BY:IC !CHECKED BY: H.W. FIELD BOOK No. PAGE No. A -A • N oa/ i FND PK N&W NO ID FND PK ■ 60' PRM 2094 DRAWING No. 2090-SS-45 Z 0 I; D 0) En MO) kr 25.00' 9.56' 5.29' 30' (P 6 �a -21 swa cams .art ..I ....I ...y...d ..d .. .J.4 .4. W. r...( .ww..t p-^....adww.. Sir . s .y:... Wv s..OAe•.r BISCAYNE ENGINEERING COMPANY, INC. Consulting Engineers • Planners • Surveyors MIAMI 529 WEST FLAGLER STREET t FLORIDA. 3313 6 Pl(305) 324-7671 FAA: (305) 324-0809 T'1—' ,aacco IOW WEB SITE: www.oieccyne.ngineering.c E-MAIL: in fo■clecayneengine.riAg.co: 0 r) NORHT BOUNDARY 2' C. de G. BLOCK 12 6'C. L. F. SPACE Fk 45 FND N&W NO ID IARR01 S' FND MONUMENT NO ID ST. (P) STREET 8 58'45" 25.0' MATCH LINE A -A 9h:• 4...A. A. d(. 1..y*4 f $swy-. 8..y:.w.:..y tr.,.}.o..y. 9.... o..d .hall ...1 L. ..e.d w= w0 Oyv� vX AZ NZ TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY SCALE: 1"=30• FND D.H. NO ID A=897 9'47'4 i ` Z • Z of ]C W a0 }�< • J �'" (n W g O n ,^ Ce Do • FND I.P. LL 1 /2110 0.09' EAST 13RA 90-SS-45 ..y..ad.•.d :....h.l. w. �.w( .:lR..1 h..^I..:'^ yl $+waY..• 6wyzn...+.p E..,yony. 9.... DESIGNED BY: (DRAWN BY:IC 1CHECKED BY:H.W. ,BATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. BISCAYNE ENGINEERING COMPANY, INC1 Consulting Engineers • Planners • Surveyors IAMI 529 HEST MFLAGLER STREET FLORIDA. 3.3130 PH: (305) 324-7671 FAX (305) 324-0909 ^7!T "naocco POW WEB 51TE www.Siecayneengineering.co E-MAIL: inlodeiacoyneengneering.co Oc __I -_; _IrC-' SUSVE1T LEGAL DESCRIPTION 'ORTION OF N,E. 1ST COURT): A PORTION OF N.E. 15 (FORMERLY KNOWN AS FL STREET), AS SHOWN ON PL BOOK A, AT PAGE 49-1/2, RECORDED IN PLAT BOOK 108, BEING MORE PARTICULARLY DESC OURT (FORMERLY KNOWN AS CORDOVA AVENUE), LYING NORTH OF N,E. 15TH STREET ER STREET), AND LYING SOUTH OF N.E. 16TH STREET (FORMERLY KNOWN AS PARROTT ENTITLED NORTH MIAMI. ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT PLAT ENTITLED JEFFERSON'S ADDITION, ACCORDING TO THE PLAT THEREOF, AS PAGE 55, BOTH OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA, ED AS FOLLOWS: COMMENCE AT THE SOUTHEAST COR AS RECORDED IN PLAT BOOK A, AT PA THENCE NORTH 00'38'58" EAST, ALONG THE POINT OF BEGINNING; THENCE CONTIN 12, A DISTANCE OF 350.21 FEET; THENCE N LYING 5.00 FEET SOUTH OF, AS MEASURED AT LINE BEING COINCIDENT WITH THE WESTERLY PRO ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDS OF MIAMI—DADE COUNTY. FLORIDA, A DISTA CONCAVE TO THE SOUTHEAST, HAVING AS ITS ELEMEN 89'19'47"; THENCE SOUTHWESTERLY, ALONG SAID CURVE TRACT "A", AN ARC DISTANCE OF 38.98 FEET TO A POINT THE WEST BOUNDARY OF SAID TRACT "A", A DISTANCE OF 3 CURVE CONCAVE TO THE NORTHEAST, HAVING AS' ITS ELEMENT OF 90'39'56"; THENCE SOUTHERLY, SOUTHEASTERLY AND EASTE SOUTHWESTERLY BOUNDARY OF SAID TRACT "A", AN ARC DISTANC SOUTH 89'59'02" WEST, ALONG THE EASTERLY PROJECTION OF A LIN AT RIGHT ANGLES TO, THE SOUTH BOUNDARY OF SAID BLOCK 12, SAID WESTERLY PROJECTION OF THE SOUTH BOUNDARY OF SAID TRACT "A", OF BEGINNING. OF LOT 12, BLOCK 12, NORTH MIAMI, ACCORDING TO THE PLAT THEREOF, 49-1/2, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA; EAST BOUNDARY OF SAID BLOCK 12, A DISTANCE OF 5.00 FEET TO NORTH 00'38'58" EAST, ALONG THE EAST BOUNDARY OF SAID BLOCK H 89'58'45" EAST, ALONG THE EASTERLY PROJECTION OF A LINE GHT ANGLES TO, THE NORTH BOUNDARY OF SAID BLOCK TION OF THE NORTH BOUNDARY OF TRACT "A", JEFFE ORDED IN PLAT BOOK 108, AT PAGE 55, OF THE P E OF 74.71 FEET TO THE POINT OF CUSP OF A C A RADIUS OF 25.00 FEET AND A CENTRAL ANGL D ALONG THE NORTHWESTERLY BOUNDARY OF TANGENCY; THENCE SOUTH 00'38'58" WES 21 FEET TO THE POINT OF CURVATURE OF RADIUS OF 25.00 FEET AND A CENTRA , ALONG SAID CURVE AND ALONG THE F 39.56 FEET TO A POINT OF CUSP; YING 5.00 FEET NORTH OF, AS M INE BEING COINCIDENT WITH THE DISTANCE OF 75.30 FEET TO T ALL OF THE FOREGOING LYING IN SECTION 36, TOWNSHIP 53 SOUTH, RANGE 4 AST, CITY OF MIAMI, MIA COUNTY, FLORIDA, AND CONTAINING 17,779 SQUARE FEET (0.41 ACRES), MORE • LESS. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN AND ARE REFERENCED TO THE CITY OF MIAMI MONUMENT LINE OF N.E. 1ST COURT, HAVING A BEARING OF N 00'38'58" E 2. LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED BY BISCAYNE ENGINEERING COMPANY FOR EASEMENTS, RIGHTS —OF —WAY OR ANY OTHER MATTERS OF RECORD. OWNERSHIP AND REVERSIONARY INTERESTS ARE SUBJECT TO AN OPINION OF TITLE. 3. THE PURPOSE OF THIS SURVEY IS TO DEPICT (HORIZONTALLY) THE IMPROVEMENTS LYING WITHIN THE SUBJECT PROPERTY. THIS IS NOT A BOUNDARY SURVEY 4. REFERENCE BIS COMPANY DRAWING 03-76706). 5. 07-19-05, REV R C MISCELLANEOUS COMMENTS. SURVEYOR'S CERTIFICATE; I HEREBY CERTIFY THAT THE ATTACHED •POGRAPHIC URVEY" ' WAS PREPARED IN ACCORDANCE WITH T MINIMUM T CHNICAL STANDARDS FOR LAND SURVEYING, CHAPTER 1G17-6 S SET • FORTH BY THE FLORIDA BOARD OF SURV •RS AN MAPPERS, PURSUANT TO SECTION 472.027, FL I IA ST NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL iS OF THE ATTESTING FLORIDA LICENSED SURVEYOR AN BISCAYNE ENGINEERING COMPANY, INC. 529 WEST FLAGLER STREET, MIAMI, FL. 33130 (305) 324-7671 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND REGULATION EB-0000129, LB-0000129 SURVEY DATE: 06-29-05 PR 0,11g0 Ora PROFESSIONAL SURVEYOR AND MAPPER No 5666 STATE OF FLORIDA DRAWING No. 2090—SS-45 sc . de. ..:..,. ' u. / ^M•^4 f as ay " s p ... ay cs. y a y 9 a d ,.cart .t c. ..d y .dK.d w. t.6 .. had a . t. , „..." 4 A...v.. o\' BISCAYNE ENGINEERING COMPANY, IN vm TOPOGRAPHIC SURVEY Consulting Engineers • Planners • Surveyors FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY MIAMI 529 WEST R STREET WEB 9TE:r"r.Di.co�eangtneerin co NZ xa••ya•.y FLORIDA,DA, }}1 JD 9 o SCALE' 1'=30' DESIGNED BY: (DRAWN BY:IC 'CHECKED BY: H.W. _ pH; (305) 32a-T6n E-MAIL: inlamlacoMeengmea��nq.com \` nu.= �Ye FA%: (305) 324-0809 ,PATE:06/29/05 APPROVED BY: M.B. FIELD BOOK No. PAGE No. ILE (OF P LYING N.E. 1st AVENUE) "EXHIBIT A" LEGAL DESCRIPTION PERTY LYING NORTH OF N.E. 15th STREET, UTH OF N.E. 16th STREET, LYING EAST OF TENUE AND LYING WEST OF N.E. 2nd ALL OF BLOCK 12 , "NORTH MIAMI" ACCORDING TO THE PLAT THEREOF - RECORDED IN PLAT BOOK "A" AT PAGE 49 AND 1/2 OF E PUBLIC RECORDS OF MIAMI-DADE COUNTY , FL•'' DA , LESS THE SOUTH FIVE FEET OF SAID BLOCK 12 AND LESS THE NORTH FIVE FEET OF SAID BLOCK 12 A • LESS THE WEST TEN FEET OF SAID BLOCK 12. AND ALL " ' CT "A" OF "JEFFERSON'S ADDITION" , ACCORDI TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 8 AT PAGE 55 OF THE PUBLIC RECORDS OF MIAMI-DADE . OUNTY , FLORIDA. EDcri r4 CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO : FROM : Distribution Below Teresita L. Fernandez, RA, AICP Executive Secretary Department of Hearing Boards DATE: March 27, 2006 SUBJECT : R-05-0352 REFERENCES: ENCLOSURES: (File ID 04-01388) FILE : The attached eight pages of the corrected legal description were received in this department on March 24, 2006 by the surveyor of the above item. Please replace the current "Exhibit" in Legistar with the attachment. Should you have any questions, please call me at 305-416-2038 or Anel Rodriguez at 305-416-2037. Distribution: George K. Wysong, III, Esquire Assistant City Attorney, City Attorney's Office Priscilla Thompson City Clerk, City Clerk's Office 1: CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO: FROM: DATE : FILE : Priscilla Thompson August 30, 2005 City Clerk SUBJECT: REFERENCES: Teresita L. Fernandez, Executive Secretary ENCLOSURES : Department of Hearing Boards File ID 04-01388 R-05-0352 Please replace the current legal description for the above item with the corrected attachment. Should you have any questions, please contact me at (305) 416-2038. c: George K. Wysong, III, Assistant City Attorney /2001 )2540 PM EDT RNER OF E. 1/4 3-41 TIONS AT DATA GHT—OF—WAY SW CORNER OF G' winti LAT BOOK PG. AGE IMENTERLINE ONUMENT LINE SECTION SYMBOLS POINT OF COMMENCEMENT © DRAINAGE MANHOLE P.O.B. POINT OF BEGINNING ❑p ELECTRIC BOX N.T.S. NOT TO SCALE BDY. BOUNDARY —O/H— 0/H— OVERHEAD WIRES CHAIN LINK FENCE UVEY 7)111 L OGA IZO INT SKEIIEOM ME 170 L5l/Il CJ TPEL T SUBJECT R/W TO BE CLOSED P.B. "A" LOCK 12 PG 49 1/ S.E. 1/4 , N.E. 1/4 SEC. 36-53-41 CURVE DATA R RADIUS L TAN LENGTH TANGENT d DELTA ANGLE gY F�L GV ME AE FIRE HYDRANT F.P.L. MANHOLE GAS VALVE GUY WIRE 6, STREET 1 I , / , , 6 3 4 G 8 % 10 9 � K� 11 12 0 j -V50 STREET N.E. CORNEA, OF S.E. 1/4 A.E. 1/4 SEC. 36-53 41 TRACT "A" 4PB. 10 E. 1 SEC. 14TTH STREET HANDICAP PARKING SPACE LIGHT POLE CO MANHOLE (UNKNOWN) v..d./11...IG. TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI—DADE COUNTY TREE PALM A PARKING METER CATCH BASIN `t' POWER POLE SIGN O SANITARY SEWER MA SA ITARY SEWER VAL 0 k ▪ VALVE (UNKN I` WN) WATER METER TR wv D4 WATER VALVE DRAWING No. 2090- -45 ,.y...d..d ;.. w»S.L ... » /*0.4 ..d/ d i.«..:.ei....f g:,cay..• 6..y:,.«.:..q 1..y..,.y, SCALE: N.T.S. DESIGNED BY: (DRAWN BY: IC ,PATE: 06/29/05 APPROVED BY: M.B. FIELD BOOK No. CHECKED BY: H.W. PAGE No. BISCAYNE ENGINEERING COMPA , INC. Consulting Engineers • Planners • Su -yors raeacv wee MIAMI 529 WEST FLAGLER STREET WEB SITE: www.bisccyneengineerin. o FLORIDA, 33130 E_MAIL:infoObiscayneengineering.c PH: (305) 324-7671 FAX: (305) 324-0809 tr) 11221111561 Il SPACE 0 1 a v, U ,k ci. ko co ct 1,.._ 2 O „k J ^ 11� N 1-1 cA I���. • U=(9 O� a rnm0 Q ' zm 0 0 J JC-ft iXJVEY 0 11 11 DIR cn z W QY ma gro F Q. GUARD P.O.B. • HOUSEFND N&W J'o .E.C. 0129 SOUTH BOUNDARY BLOCK 12 5' P.O.C. Sz. Eft-- �4 LOT 12 MATCH LINE A -A co r°: 3,6 8 .4 D U ma ce CO 1.0 4) 0 25. FND PK N&W NO ID S:9'59'022" N �aEo 5 4 EU REEU NO0'38'•8 5.00' FLAGLER STREET (P) M ^yy F a;,-y.- .ey Y •„s ° ed� r..I 6. TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI-DADE COUNTY FND PK &W LB#2094 fY 9:4 0 ' [TIN _ 0Ln - �a Qzo � � m LL LL w 1"t R=25.00' L=39.56' Tan=25.29' Tan 25.30'(P 0=90'39'56" A=90°40'20"( LLJ ///////// /.."/ �e e' I� //// • ' " =ND PK N& o^ _B# 4207 — 0/. /n F„L FND D.H. o NO ID_ FND 60D N&W PRM 2094 DRAWING No. 2090- S-45 SCALE: 1..30' DESIGNED BY: (DRAWN BY: IC pATE:06/29/05 APPROVED BY: M.B. CHECKED BY:H.W. FIELD BOOK No. PAGE No. F $WE9 ,e9e a /'004 .0a•cmd /•".r"'°°"r../ .�:ewy... 6np0140.:•p G...y.•..y, BISCAYNE ENGINEERING COMPA Consulting Engineers • Planners • Su MIAMI 529 WEST FLAGLER STREET FLORIDA, 33130 PH: (305) 324-7671 FAX: (305) 324-0609 INC. yors WEB 51TE, www.biscoyneengineerin co E-MAIL: infod6iscoyneengineering. o v),, J-1-1/berik—i --) rt UffVET NORHT B. 2' C. & G. BL 6'C.L.F. 11886111 PARKING Onimmt SPACE (TYPICAL) fralmi nal I87r58145 7 .71'(CJ 25.0' MATCH LINE A -A NDARY CK 12 F' FND N& NO ID rJ CD r •5.,e53s 8S* TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI-DADE COUNTY SCALE: 1 "=30' DESIGNED BY: ATE: 06/29/05 APPROVED BY: M.B. DRAWN BY:IC CHECKED BY:H.W. FIELD BOOK No. PAGE No. FND D.H. NO ID FND . PK N& N• ID 25.00' =38.98' an=24.71' A=89'19947 =89°20'20 0.09 DRAWING No. 2090 G BISCAYNE ENGINEERING COMP Consulting Engineers . Planners • 529 NESTMIAFLAMGLEI R STREET FLORIOA, 33130 PH: (305) 324-7671 FAX: (305) 324-0809 tSs..ye..y P9 HC(9 1898 Y, INC. rveyors WEB SITE www.biscoyneengine- ing.co E—MAIL: infolIbiscoyneengineerin f.\SURVEY\Schools\ 77000's\71321sa LEGAL luUkj ESCRIPTION (PORTION OF N.E. 1ST COURT): A PORTIO OF N.E. 1ST COURT (FORMERLY KNOWN AS CORDOVA AVENUE), LYING NORTH OF N.E. 15TH STREET (FORMERLY OWN AS FLAGLER STREET), AND LYING SOUTH OF N.E. 16TH STREET (FORMERLY KNOWN AS PARROTT STREET), AS OWN ON PLAT ENTITLED NORTH MIAMI, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK A, AT PA.E 49-1/2, AND PLAT ENTITLED JEFFERSON'S ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA BOOK 108, AT PAGE 55, BOTH OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTI LARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE Si THEAST CORNER OF LOT 12, BLOCK 12, NORTH MIAMI, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT :OOK A, AT PAGE 49-1/2, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; E NORTH .00°38'58' AST, ALONG THE EAST BOUNDARY OF SAID BLOCK 12, A DISTANCE OF 5.00 FEET TO OINT OF BEGINNING; ENCE CONTINUE NORTH 00°38'58" EAST, ALONG THE EAST BOUNDARY OF SAID BLOCK DISTANCE OF 350.21 F: T; THENCE NORTH 89°58'45" EAST, ALONG THE EASTERLY PROJECTION OF A LINE 5.00 FEET SOUTH OF, A MEASURED AT RIGHT ANGLES TO, THE NORTH BOUNDARY OF SAID BLOCKS?.. aain BEING COINCIDENT WITH TH WESTERLY PROJECTION OF THE NORTH BOUNDARY OF TRACT "A", JEFFE ' ION, ACCORDING TO THE PLA THEREOF, AS RECORDED IN PLAT BOOK 108, AT PAGE 55, OF THE P "* DS OF MIAMI-DADE COUNTY, LORIDA, A DISTANCE OF 74.71 FEET TO THE POINT OF CUSP OF A Cl P046, .Cia ON AVE. TO THE SOUTHEAST, HAVIN► AS ITS ELEMENTS A RADIUS OF 25.00 FEET AND A CENTRAL ANGL "OF '47"; THENCE SOUTHWESTERLY, A 'NG SAID CURVE AND ALONG THE NORTHWESTERLY BOUNDARY OF °zrr p T "A", AN ARC DISTANCE OF 38.98 EET TO A POINT OF TANGENCY; THENCE SOUTH 00°38'S8" WES 0111,. WEST BOUNDARY OF SAID TRACT "A", DISTANCE OF 300.21 FEET TO THE POINT OF CURVATURE OFa �.,d e-`. E CONCAVE TO THE NORTHEAST, HAVI AS ITS ELEMENTS A RADIUS OF 25.00 FEET AND 'A CENTRAI.1@GI E W0 ' °39'56"; THENCE SOUTHERLY, SOUTHEA ERLY AND EASTERLY, ALONG SAID CURVE AND ALONG THE `r' HWESTERLY BOUNDARY OF SAID TRACT "A , AN ARC DISTANCE OF 39.56 FEET TO A POINT OF CUSP SOL1�H 89°59'02" WEST, ALONG THE EASTERLY P' •JECTION OF A LINE LYING 5.00 FEET NORTH OF, AS M IGHT ANGLES TO, THE SOUTH BOUNDARY OF ID BLOCK 12, SAID LINE BEING COINCIDENT WITH THE ERLY PROJECTION OF THE SOUTH BOUNDARY 0 SAID TRACT "A", A DISTANCE OF 75.30 FEET TO GINNING. ALL'OF THE FOREGOING LYING IN 'SECTION 36, TOWNSHIP TY, FLORIDA, AND CONTAINING 17,779 SQUARE FEET '.41 ACRES), MORE OR LESS. `�'T` ' ,' ,, f;,.. t ; i 1.�NCE ST:,�R E D • 11'^R!!+rY YOR'S NOTES: ARINGS SHOWN HEREON ARE BASED ON SUMED MERIDIAN AND ARE REFERENCED E CITY OF MIAMI MONUMENT LINE OF 1ST COURT, HAVING A BEARING OF N '58" E NDS SHOWN HEREON HAVE NOT BEEN B RACTED BY BISCAYNE ENGINEERING MANY FOR EASEMENTS, RIGHTS -OF -WAY NY OTHER MATTERS OF RECORD. RSHIP AND REVERSIONARY INTERESTS SUBJECT TO AN OPINION OF TITLE. 3. THE PURPOSE OF THIS SURVEY IS TO DEPICT (HORIZONTALLY) THE IMPROVEMENTS LYING WITHIN THE SUBJECT PROPERTY. THIS IS NOT A BOUNDARY SURVEY 4. REFERENCE BISCAYNE ENGINEERING COMPANY DRAWING BR-937 (ORDER NO. 03-76706). 5. 07-19-05, REVISE PER CITY OF MIAMI MISCELLANEOUS COMMENTS. 3 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIA1v F1AD'`p SURVEYOR'S RTIFICATE: I HEREBY CERTI THAT THE ATTACHED "TOPOGRAPHIC rURVEY ° WAS PREPARED I ACCORDANCE WITH THE MINIMUM T CHNICAL STANDARDS FOR LA s SURVEYING, CHAPTER 61G17-6 S SET FORTH BY THE FLO-IDA BOARD OF SURVEYORS AN • MAPPERS. PURSUANT *Ft SECTION 472.027, FLORIDA ST TUTES:,.,• NOT VALID WITHOUT THE S NATURE AND ORIGINAL RATS D;S;EA:t. OF THE ATTESTING FLORIDA.. ICENSED SURVEYOR AND BISCAYNE ENGINEERING COMPA , INC. 529 WEST FLAGLER STREET, MIA , FL. 331.30 (305) 324-7671 STATE OF FLORIDA DEPARTMENT OF REGULATION EB-0000129, LB-0000129 SURVEY DATE: 06-29-05 7 r..1 USINESS AND PRO DATE:07- -05 MIKE J. BARTHOLOMEW PROFESSIONAL SURVEYOR AND MAPPER No 5666 STATE OF FLORIDA DRAWING No. 2090- to/ Somoyno 6.p:,....,:.p tToont.°..y, 9,.. r..d atoll ,..[ G.....d ....,y...d.°.d :.. to/.to TOPOGRAPHIC SURVEY FOR:THE SCHOOL BOARD OF MIAMI-DADE COUNTY SCALE: 1 "=30• DESIGNED BY: DRAWN BY: IC CHECKED BY: H.W. ) ,. ATE: 05/29/05 APPROVED BY: M.8. FIELD BOOK No. PAGE No. 1s""/"ny. F rs...y.v..y, -45 9 BISCAYNE ENGINEERING COMPA , INC1 Consulting Engineers • Planners • Su -yors MIAMI 529 WEST FLAGLER STREET WEB SITE: rrr.oisce een eerin co FLORIDA, 33130 E—NAIL: inlo6Ciscoyneengn�eering corn PH: (305) 324-7671 FAX: (305) 324-0609 '4Z (. )1 • € "EXHIBIT A" LEGAL DESCRIPTION (OF P' ' PERTY LYING NORTH OF N.E. 15th STREET, LYING UTH OF N.E. 16th STREET, LYING EAST OF N.E. 1st NUE AND LYING WEST OF N.E. 2nd AVENUE) ALL OF BLOCK 12 , 'NORTH MIAMI" ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK "A" AT PAGE 49 AND 1/2 OF `' E PUBLIC RECORDS OF MIAMI-DADE COUNTY , FLDA , LESS THE SOUTH FIVE FEET OF SAID BLOCK 12 AND LESS THE NORTH FIVE FEET OF SAID BLOCK 12 A 1 LESS THE WEST TEN FEET OF SAID BLOCK 12. AND ALL CT "A" OF "JEFFERSON'S ADDITION" , ACCORDI TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 8 AT PAGE 55 OF THE PUBLIC RECORDS OF MIAMI-DADE ": OUNTY , FLORIDA.