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Home My WebLink AboutZB ResoMiami Zoning Board Resolution No.: 2006-1116 Monday, January 09, 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 OFFICIAL VACATION AND CLOSURE OF A PORTION OF NORTHEAST BAYSHORE COURT BETWEEN NORTHEAST 79TH STREET AND NORTHEAST 80TH STREET, LEGALLY DESCRIBED AS EXHIBIT "A" (HEREBY ATTACHED), PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; ZONED R-3 MULTIFAMILY MEDIUM -DENSITY RESIDENTIAL, C-1 RESTRICTED COMMERCIAL, 0 OFFICE AND SD-19 DESIGNATED F.A.R. OVERLAY DISTRICT. Upon being seconded by Mr. Angel Urquiola, the motion was passed and adopted by the following vote: Mr. Charles J. Flowers Yes Mr. Miguel Gabela Yes Mr. Joseph H. Ganguzza Yes Mr. Charles A. Garavaglia Yes Ms. Ileana Hernandez -Acosta Yes Ms. Chloe Keidaish Yes Mr. Carlos Martell Yes Mr. Juvenal A. Pina Yes Mr. Angel Urquiola Yes AYE: 9 NAY: 0 ABSTENTIONS: 0 NO VOTES: 0 ABSENT: 0 Ms. Fernandez: Motion carries 9-0 Teresita L. Fernandez, Executive S tary Hearing Boards Case No. 2005-1064 Item Nbr: 9 ACCURATE CONST�N SURVEY CORP, P.O. I81 maw, FLO 33233-2181 (305) 447-5908 FAX (305) 447-9880 EMAIL: I NFO ISUR"VEYFL.COM 2841 DAY AVENUE MIAMI, FLORIDA 93188 MAP OF SPECLAL PURPOSE BOUNDARY SURVEY FOR; SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PUT BOOK 44 AT PAGE 110, MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY MAP 15 NOT VALID WITIHOLTT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA UCENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL 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 NOT COMPLETE WRHOUT THIS ORIGINN., SIGHED MAO SEALED HARD COPY OF THIS MAP OF SURVEY. ( F(IA1 OFSCR IPT10N, A PORTION OF PLATED RIGHT-OF-WAY LOCATED BETWEEN BLOCK 2 AND A PORTION OF BLOCK 1, OF CAUSEWAY BAYFRONTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, AT PAGE 80. OF THE PUBLIC RECORDS OF MIM1I-DARE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER LOT 1. BLOCK 1, OF CAUSEWAY BAYFRQNTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, AT PAGE 66, OF THE PUBLIC RECORDS OF MUM1-DADE COUNTY. FLORIDA; THENCE WEST FOR A DISTANCE OF 119.77 FEET MORE OR LESS TO A POINT OF CURVATURE; THENCE 43.99 FEET ALONG THE ARC OF A CURVE TO THE RIGHT AND CONCAVE TO THE NORTHEAST. SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL. ANGLE OF 100'49'01', AND HAVING A TANGENT OF 30.23 FEET TO THE POINT OF CURVATURE ALSO BEING THE EASTERLY RIGHT OF WAY UNE OF NORTHEAST BAYSHORE COURT, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 06"32'39' EAST FORA INSTANCE OF 235.07 FEET ALONG THE EASTERLY RIGHT OF WAY UNE OF NORTHEAST 8AYSHORE COURT TO A POINT OF CURVATURE ALSO BEING THE NORTHWEST CORNER OF LOT 3. BLOCK 1; THENCE 6.54 FEET ALONG THE ARC OF A CURVE TO THE LEFT AND CONCAVE TO THE SOUTHEAST, SRO CURVE HAVING A RADIUS OF 7.48 FEET. A CENTRAL ANGLE OF 501S'03', AND HAVING A TANGENT OF 3.50' FLIT TO A POINT OF REVERSE CURVE; THENCE 30.47 FEET ALONG THE ARC OF A CURVE TO THE LEFT At() CONCAVE 7O THE NORTHWEST, SAID CURVE HAVING A RADIUS Of 31.77 FEET, A CENTRAL ANGLE OF 54'54'17", AND HAVING A TANGENT OF 16.53 FEET TO THE POINT OF CURVATURE; THENCE SOUTH 8742'59' WEST FOR DISTANCE OF 63.30 FEET TO A POINT OF CURVATURE, ALSO BEING A POINT ON THE NORTHWEST BOUNDARY LINE OF LOT 4, BLOCK 2 AND THE WESTERLY BOUNDARY UNE OF NORTHEAST BAYSHORE COURT, THENCE 43.99 FEET ALONG THE ARC OF A CURVE TO THE RIGHT AND CONCAVE TO THE SOUTHWEST ALSO BEING A COURSE ALONG THE WESTERLY BOUNDARY UNE OF NORTHEAST BAYSHORE COURT. SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 100'49'40", AND HAVING A TANGENT OF 30.24 FEET TO A PONT OF CURVATURE; THENCE SOUTH 68'32'39" KM FOR A DISTANCE OF 196.27 FEET ALONG THE WESTERLY BOUNDARY UNE OF NORTHEAST BAYSHORE COURT TO A POINT; THENCE SOUTH 31'27'21" EAST FOR A DISTANCE OF 30.00 FEET TO A POINT; THENCE NORTH 08'32'39' EAST FOR A DISTANCE OF 20.93 tLE1 TO A POINT; THENCE SOUTH 81'27'24' EAST FOR A DISTANCE OF 29.48 FEET TO THE POINT OF BEGSNING, SQUARE FEET CONTAINED IN VACATION-13.569.95 SO. FT. CERTIFIED TO At f0R• RIVER BAIT & TACKLE. LLC., A FLORIDA UNITED LIABILITY COMPANY 1201 N.E. 79th STREET MiANI, FLORIDA 33138 CERTIFIED TO' RIVER BAIT AND TACKLE. LLC, CITY NATIONAL BANK, ITS SUCCESSORS AND/OR ASSIGNS. AS 'THEIR INTEREST MAY CHICAGO TITLE INSURANCE COMPANY, GREENBERG TRAURIG, PA. SURVEY DATE: AWL 24 7003 RECERTIFIED: .IANUARY D9 2004 REVISIONS: JULY 9, 2004 REVISIONS: AUGUST 19 2004 REVISIONS- T)FCFNRFR 12. 2004 REVISIONS: IIANUARY 20 2005 REVISIONS' EFBRUARY 09 2005 REVISIONS; APRIL 27. 2005 REVISIONS: MAY 77. 2005 RECERTIFIED: JILT 12 2005 , RECERTIFIED: TICTDBFR 15. 2005 APPEAR, ACCURACY: THE EXPECTED USE OF THE TARO: AS CLASSIFIED IN THE MINIMUM TECHNICAL. STANDARDS (61G17-6 FAC). 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 EXCEED THIS REQUIREMENT. LOCATED IN: CITY OF MIAMI 11Jl-0AOF COUNTY f1 ORIDA 7 BOOK 44 AT PAGE 60 IN SECTION 08. TOWNSHIP 53 SOUTH, RANGE 42 FAST, MIAMI-DADE COUNTY, FLORIDA CURRENT DATE: OCTOBER 15, 2005 VACATING DFTA11 SCALE: 1 INCH - 50 FEET SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A SPECIAL PURPOSE BOUNDARY SURVEY TO DEFINE THE EXISTING AND RECORDED BOUNDARY LINES OF AN EXISTING RIGHT-OF-WAY TO BE VIYATED AS PROVIDED AND REFERENCED BY THE LEGAL DESCRIPTION PROVIDED, THE L.EGAI. DESCRIPTION AS OCCUPIED CLOSES. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY FOR THE DEFINED SCOPE. 3. EVIDENCE OF NOTORIOUS OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FOR RIGHTS -OF -WAY, 1NGRE55 0R EGRESS IS LOCATED ON NORTHEAST 79TH STREET AND NORTHEAST 607)1 STREET. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECN)RDEO INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN DEFINED BY THE AFORESAID REC011) INSTRUMENTS AND SHOWN HEREON AND STATED IN THE 1 Fr.Au DESCRIPTION AS IT APPEARS ON THIS DRAYANG. 4. THE NORTH ARROW AND BEARINGS ARE DERIVED fROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT BOOK 44 AT PAGE 60; THE LEGAL DESCRIPTION THEREON ;F SAID DESCRIPTION 15 A METES AND BOUNDS AND/OR A FRACTIONAL DESCRIPTION THE .BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE RASE LINES ARE SHOWN HEREON. 5. THE FLORIDA INSURANCE RATE MAP PANEL 0181 J DATED 3-2-94 INDEX DATE. 7-17-93 COMMUNITY No. 120850 NATIONAL FLOOD INSURANCE PROGRAM EEUNEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE 'A` . ELEVATION ft mg FEET, THIS IS A SPECIAL FLOOD HAZARD ZONE. 6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH NARKS ARE CT', COUNTY. STATE OR °EMETIC VERTICAL REFERENCE MONUMENTS. 7. THIS 15 A LAND SURVEY AND WAS PREPARED 94 ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS: ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAID SURVEYORS PURSUANT TO CHAPTER 61G17-8, FLORIDA ADMINISTRATNE CODE. AND MEETS THE REQUIREMENTS OF T1 FLORIDA LAND TIRE ASSOCIATION. SPECIAL SURVEY NOTES: 8. THE OWNERSHIP OF SIDEWALKS. CURBS, ASPHALT AND TREES WITHIN THE PROPERTY UNE BOUNDARIES BELONG TO THE PUBLIC A5 RIGHT -OF --WAY AND THE UTILITIES WITHIN THE PROPERTY UNE BOUNDARIES BELONG TO THE 1JT1UTIE5 AS SHOWN HEREON. DATA SOURCES: GREENBERG TRAURIG, PA, PROVIDED CHICAGO TITLE INSURANCE COMPANY POLICY No. 300506842, EFFECTIVE DATE: MAY 30, 2005. 9. BEARINGS ARE BASED ON THE CItY OF MIAMI ATLAS, SHEET NUMBER 8E MIAMI DADE COUNTY, FLORIDA. 10. ELEVATIONS APPEAR AS: EL 11.00 11. THE BENCH MARK USED WAS: FLORIDA 0 0 T. MARKER (GPS SR^-9341 REFERENCE 35N1H MARK 8702 No PN-18A r1 FVATION 3.812 NTiV0 12. COMPUTER AIDED DESIGN (CAD) DISKETTE: THE HARD COPY DRAWINGS (MAP OF SURVEY) AND THE DISKETTE(5) ARE THE C04PLETE SURVEY. THE 015Kt111(S) ARE NOT COMPLETE WITHOUT THE SIGNED AND RA15EO 'TEAL IN THE REPORT OF SURVEY ON SHEET 1 OF THE MAP OF SURVEY. PROFESSIONAL SURVEYOR AND MAPPER TN RESPONSIBLE CHARGE: CHARLES W. CARR. LICENSE NUMBER LS 1080 LB 7285 EASEMENTS: THE RECORD PLATS SHOW NO UTILITY EASEMENTS, UTILTY EASEMENTS AS FILED iN MIAMI-DADE COUNTY PUBLIC RECORDS SIGNED: FOR ALL UTILITY SERVICES AS 85013(ED. ARE CURRENTLY NOTED HEREON IF APPLICABLE. SEAL BOUNDARY INCONSISTENCIES: NO DIFFERENCES GREATER THAN 00.05 FEET WERE NOTED BY MEASUREMENTS AS COMPARED TO CALCULATIONS FROM THE DATA RECEIVED AND ARE SHOWN AS RECORD AND MEASURED. (STATE OF FLORIDA) SURVEY No.: 0�-270-R(VACATL 01 OF 01. LEGEND A - ARCH LENGTH MH - R - RADIUS CONC. T - TANGENT BST - CH - CHORD A- DELTA (CENTRAL ANGLE) Wwm _ CH BAG - CHORD BEARING _ S/S - SANITARY SEWER nip - STRIA - STORM SEWER EL - 0.H.W. - OVERHEAD- WIRE TBE - WA HOLE - CONCRETE BELL SOUTH TELEPHONE FLORIDA POWER 8: LIGHT WATER METER WATER VALVE FOUND ELECTRIC TELEPHONE & ELECTRIC SQUARE FEET CORINNE() IN VACATION .03,569.95 50. FT. tabbies" 7> fa,