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Home My WebLink AboutZB ResoMiami Zoning Board Resolution No.: 06-1266 Monday, December 11, 2006 Mr. Joseph H. Ganguzza offered the following resolution and moved its adoption Resolution: AFTER CONSIDERING THE FACTORS SET FORTH IN ZONING ORDINANCE NO. 11000, THE ZONING BOARD RECOMMENDED APPROVAL TO THE CITY COMMISSION OF THE CLOSING, VACATING, ABANDONING AND DISCONTINUING FOR PUBLIC USE THAT PORTION OF NORTHEAST BAYSHORE COURT BETWEEN NORTHEAST 79TH STREET AND NORTHEAST 80TH STREET, MORE PARTICULARLY DESCRIBED IN EXHIBIT "A" (HEREBY ATTACHED), PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; ZONED C-1 RESTRICTED COMMERCIAL AND R-4 MULTIFAMILY HIGH -DENSITY RESIDENTIAL. Upon being seconded by Mr. Miguel Gabela, the motion was passed and adopted by the following vote: Mr. Ron Cordon No Mr. Miguel Gabela Yes Mr. Joseph H. Ganguzza Yes Mr. Charles A. Garavaglia Yes Ms. Ileana Hernandez -Acosta No Ms. Chloe Keidaish Away Mr. Juvenal A. Pina Yes Mr. Angel Urquiola Yes AYE: 5 NAY: 2 ABSTENTIONS: 0 NO VOTES: 0 ABSENT: 9 Ms. Fernandez: Motion carries 5-2 Teresita L. Fernandez, Executive Secretary Hearing Boards File ID#: 05-01515sc Z.6 ACCURATE CONSTRUCTION SURVEY CORP. P.O. 60T( 332181 MIAMI, FLORIDA 33233-2181 (305) 447-6906 FAX (305) 447-96130 EMAIL INFOOSURVEYFLCDM 2841 DAY AVENUE MIAMI, FLORIDA B3133 MAP OF SPECIAL PURPSSE BOUNDARY SURVEY FOR, SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 44 AT PAGE 60, MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAR. CAN BE FOUND AT THE END OF THIS REPORT, THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. THIS SURVEY AS PROVIDED ON ELECTRONIC MEDIA IS HOT COMPLETE WITHOUT THIS ORIGINAL, SIGNED AND SEALED HARD COPY OF THIS MAP OF SURVEY. P.A1 DF,SN:RIPIQIN; A PORTION OF PLATED RIGHT -OE -WAY LOCATED BETWEEN BLOCK 2 ANO A PORTION 0f BLOCK 1, OF CAUSEWAY BAYFROMTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, AT PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DI,DE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER LOT 1, BLOCK 1, OF CAUSEWAY BAYFR0NT5. ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 44, AT PAGE 80. DF THE PUBLIC RECORDS OF 534AI-0A0E COUNTY. FLORIFIA; THENCE WEST FORA DISTANCE OF 110.77 FEET MORE OR LESS TO A POW' ON THE EASTERLY RIGHT 07 WAY UNE OF NORTHEAST BAYSHORE COURT, ALSO BiERNG THE POINT OF BEGINNING (POD); THENCE CONTINUE ALONG THE SAME WESTERLY BEARING ALONG THE NORTHERLY ]TIGHT -OF -WAY LINE OF NORTHEAST 79111 STREET FOR A DISTANCE OF 111.45 FEET MORE 0R LESS TO A POINT ALSO BEING THE POINT OF CURVATURE; THENCE 34.53 FEET &DIG THE ARC OF A CURVE TO THE LEFT AND CONCAVE TO THE NORTHWEST ALONG THE NORTHERLY RIGHT OF WAY UNE OF NORTHEAST 79114 STREET. SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 79'08'51", TANGENTS 20.66 FEET, AND A CHORD OFSTA2CE 31.8.5 FEET BEARING N 41508'33.9" £ TO A POINT; THENCE 30.00 FEET mamma 5 Br2B'35' E ALSO BEING THE POINT OF INTERSECT WITH THE CENTERLINE OF R1GHT-OF-WAY OF NORTHEAST BAYSHORE COURT; THENCE 20.93 FEET BEARING Ti 8'32'39.1" E ALONG THE CENTERLINE OF NORTHEAST BAYSTLORE COURT TO A POINT; THENCE 29.47 FEET BEARING S 61.27'20.0" E TO THE WEST BOUNDARY LINE OF AFORESAID LOT 1 OF BLOCK 1 ALSO BEING A POINT OF CURVATURE: THENCE 43.09 FEET ALONG THE ARC OF A CURVE TO THE LEFT AND CONCAVO TO THE NORIT4EA57, SAID CURVE HAYING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 10O'49'01', AND HAYING A TANGENT OF 30.23 FEET TO TIE POINT OF T€RM1MU5 AND BEING THE POINT OF BEGINNING, SQUARE FEET CDNTNNED IN VACATION-1,798,59 SO. FT. CERTIFIED TO dk FOR: RIVER SAT k TACKLE, LLC.. A FLORIDA GLARED LABILITY COMPANY 1201 N.E, 790h SWEET: MAR, FLORIDA. 33138 CFR11flED TO: RVER BAIT AND TACKLE, U.C, CITY NATIONAL BANK, ITS SUCCESSORS ANO/CR ASSIGNS, AS THEIR INTEREST MAY APPEAR, CHICAGO TITLE INSURANCE COMPANY, GREENBERG RAMO, PA., SURVEY DATE _,A,E36 2,4, 2003. REVISIONS: NAY 27. 2005 RECERTIFIED:,TANUARY ON 2004 RECERTIFIED: JULY 12 2005 REVISIONS: JULY B. 2004 REVISIONS: DECEMBER 77 74 REVISIONS: AUGUST 19. 2004 REVISIONS' .WNIIARY OS 7006 REVISIONS: __)506NBER 17 2004 REY7510N5' MAY OB 2006. REVISIONS. JANUARY 20 7006 . REASONS' AU0U5T REVISIONS: FEB4IUA.RY 09. 2005_, RENSIORS: APRIL ?7 2006 ACCURACY: THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61 G17-6 FAO). IS "HIGH RISK COMMERCIAL". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 10.000 FEET, THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKLA TOTAL STATION (SET 4110-R) AND A CHICAGO 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO 1CCEEi3 THIS REQUIREMENT. DATA SOURCES: GREENBERG TRAURIG, PA, PROVIDED C148CAG0 TITTLE INSURANCE COMPANY POLICY No. W05061342, EFFECTIVE DATE: MAY 30. 2005. LOCATED IN: THE CITY OF MIAMI WJANL706DS COUNTY FT DRuIS, PLAT BOOK 44 AT PACE 60 IN SECTION D8. TOWNSHIP 53 SOUTH, RANGE 42 EAST, M1AM1-OADE COUNTY, FLORIDA CURRENT OATS: OCTOBER I5, 2005 VAGAiJNC NETA1SS SCALE: 1 INCH - 50 FEET SURVEY HIAT9 1. THE SURVEY HEREON REPRESENTS A SPECIAL PURPOSE BOUNDARY SURVEY TO DEFINE THE Ex(S1R1G AND RECORDED BOUNDARY UHES Of AN EXISTING AICHT-OF-WAY TO BE VACATED AS PROVIDED MD REFERENCED FIT THE LEGAL DESCRIPTION PROVIDED, THE LEGAL. DESCRIPTION AS OCCUPIED CL05ES, 2. NO ENCROACHMENTS WERE NOTED BT THIS SURVEY FOR THE DEFINED SCOPE. 3. EVIDENCE OF NOTORIOUS OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FOR RIGHTS -OF -WAY, INGRESS OR EGRESS IS LOCATED ON NORTHEAST 791H STREET AND NORTHEAST BOTH STREET. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS-0T WAY coo THAN PEENED 9Y THE AFORESAID RECORD INSTRUMENTS AND SHOWN HEREON AND STATED IN THE (EGV. DESCRIPTION AS IT APPEARS ON THIS DRAWING. 4. THE NORTH ARROW AND BEARINGS ARE DERIVED FROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT BOOK 44 AT PAGE 604 THE LEGAL DESCRIPTION THEREON IF SAO DESCRIPTION IS A METES AND BOUNDS AN0/OR A FRACTIONAL DESCRIPTION THE BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN HEREON, 6. THE FLORIDA INSURANCE RATE NAP PANEL 11111 1 DATED 3-2-94 INDEX )A1'E 7-17-95 00144UNI7Y No 170660 . NATIONAL FLOOD INSURANCE PROGRAM OEUNEATES THE HEREIN DESCRIBED LAND TO BE WRH94 ZONE 'A� ELEVADON, 9 0 k 10.5JEST. THIS IS A SPECIAL FLOOD HAZARD ZONE. 9. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE M0NUI EMS. 7. THIS 45 A SAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 MD TITS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SAND SURVEYORS PURSUANT TO CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, AND MEETS THE REQUIREMENTS OF THE FLORS0A LAND TITLE ASSOCIATION. EASEMENTS: THE RECORD PLATS SHOW NO UTILITY EASEMENTS, UTILITY EASEMENTS AS FILED IN UAW-DADE COUNTY PU6UC RECORDS FOR ALL UTILITY SERVICES AS REQUIRED, ARE CURRENTLY NOTED HEREON IF APPUCAd.3LE, ROUNDATTY INCONSISTENCIES: N0 DIFFERENCES GREATER THAN 00.05 FEET WERE NOTED GT M£A 410440NTS AS COMPARED TO CALCULATIONS FROM THE DATA RECFVFt1 AND ARE SHOWN AS RECORD AND MEASURED. SPECIAL SURVEY NOTES: B. THE OWNERSHIP OF SIDEWALKS, CURBS, ASPHALT AND TREES WITHIN THE PROPERTY LINE BOUNDARIES BEt01NC TO THE PUBLIC AS RIGHT-OF-WAY AIRO THE UTILITIES WITHIN THE PROPERTY LINE BOUNDARIES BELONG TO THE UTILITIES AS SHOWN HEREON. 9. BEARINGS ARE BASED ON THE CITY OF MW41 ATLAS, SHEET NUMBER BE , MIAAI-OA0E COUNT'!, FLORIDA 10, ELEVATIONS APPEAR AS: FL 11.0 11. THE BENCH MARK USED WAS: FLORIDA A.O.T. MARKER (GP.S SR-934) RFTFREIt('E FIFfFC2 MARK R707 4No PN-1 SA 03 EVARON 3 812 NGN7. 12. COMPUTER AIDED DESIGN (CAD) DISKETTE: THE HARD COPY' DRAWINGS (MAP OF SURVEY) AND 143E DISKETTE(S) ARE THE COMPLETE SURVEY. THE DISXETTE(5) ARE NOT COMPLETE WITHOUT THE SIGNED AND RAISED SEAL IN THE REPORT OF SURVEY ON SHEET 1 OF THE MAP OF SURVEY. PROFESSIONAL SURVEYOR AND MAPPER ITT RESPONSIBLE CHARGE; CHARLES W. CARR. LICENSE NUNAER IS LOBO (STATE OF FLORIDA) LS 7266 SIGNED: SURVEY No.: 03-04--270-R(VACATE) . SHEET 01 OF 01. h ARCH LENGTH R - RADIUS T - TANGENT CH - CHORD A- DELTA (CENTRAL ANGLE) CH BIRO - CHORD BEARING S/S - SANITARY SEWER SON - STORM SERER 0.H.W_ - OVERHEAR WIRE T D MN - MAN HOLE CONC, - CONCRETE BST - BELL SOUTH TELF.PtIONE EFL FLORIDA POIYEF4 k LIGHT WM - WATER METER W+1 - WATER VALVE rip - FOUND EL - ELECTRIC; 8E -• 1E1.EPHONE k E1.£CTRI SQUARE FEET CONTAINED IN VAGATlik3 ;1,798.99 Sp. 73. ET Ith na