Loading...
HomeMy WebLinkAboutExhibit AMAP OF EOiTNDARV- S UTtVEY NORTH SCALE: 1"=SO' ON LINE BLOCK 5 = FIP 1/2" NO ID UNLESS OTHERWISE NOTED ON IINF 53"W 144.00'(R) 143.50'( In 'y; N90'00'00'E 50.00' ONE STORY CBS FOES. a 20 (B POOR N90°00'OO"E50.00' BLOCK NW 42ND STREET N90"00'00"W 85.09'• (m.000.001 HIGHER FLOOR OVEFFA9C. 3 SIIORY CBS COMMERCIAL LOT 05 BLOCK f 4150 PORTION OF OIV RHAN000P. LT 242LOCK5 LESS 10.0' EEEEEE,EIIEEEEEEEEEEEEEEEEEEEEiEEEEEEEEEE .. FEFEE`hF FhFFFh`FFh`FhhFhhhhFF FFFFF!hqEEEo--�� EEE N9 "OC'0 'E 100.00' EKLIHDER OF REAIAIFIDER OF LOT 23 BLOCKS LOT 24 BLOCK 5 LEGAL DESCRIPTION (20 NE 42 ST) )(P0121'1ON OF): STREET Lot 22 and the South 50 feet of Lots 23 and 24, Iess the East 10 feet of the South 50 feet of said Lot 24, in Block 5, of AMENDED PLAT BUENA VISTA HEIGHTS ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the Plat thereof, as recorded in Plat Book 3 Page 22 of the Public Records of Miami -Dade County, Florida. LEGEND ABBREVIATIONS: A = ARC DISTANCE AC = AIR CONDITIONER PAD = BENCH MARK BOB = BASIS OF CBS = CONCRETE BLOCKGN STUCCO GUTTER CLF = CHAIN LINK FENCE COL = COLUMN D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTENANCE EASEMENT ENC. ELECTRIC ENCROACHMENT OF PAVEMENT EW = EDGE OF WATER EDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION E (NO ID) FIR = FOUND IRON OD (NO IO) FN = FOUND NAIL (NO ID) L.E.TRANSORMER RAD =FLANDSCAPE EASEMENT EKE MAINTENANCE EASEMENT (M)= MEASURED C-F MAN HOLE-ADE COUNTY RECORDS MH (L - MONUMENT LINE PPB = PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PG = P POOL EOU PMENT PAD P POPI = POINT OF INTERSECTION PPLANTER B = OF BEGINNING PRC = POIINT OF REVERSE CURVATURE PERMANENT REFERENCE MONUMENT PT = PONT OF TANGENCY R = RADIUS DISTANCE (R) = RECORD RAW = RIGHT-OF-WAY SIR = SIR LBga 023 LBK8023 STL = SURVEY TIE LINE (TYP) SIDEWALK UB = UTILITY BO EASEMENT W/F = WOOD FENCE 8306 MILLS DRIVE SUITE 14 Tel305.767. w w w .s : ay—p PROPERTY ADDRESS: 4136 N MIAMI 20 NE42ND STREET. EMIAMI. M FL 33127 LEG AT. DESCRIPTION (4136 N. MIAMI AVE): Parcel two: The North 44 feet of Lots 23 end 24, and the North 50.00 feet of the South 100.00 feet of Lute 23 and 24, Block 5, BUENA VISTA HEIGHTS ADDITION, according to the plat thereof as recorded in Plat Book 3, at page 22, of the Public Records of Miaml-Dade County, Florida, lase the East 10,00 feet of the North 44.00 feet of said Lot 24, and less that part of Lot 24 which lies within the external area formed by a 15.00 radius arc, cave to the Southwest, tangent to the North line of Lot 24 and tangent to a line 10.00 feet West of and parallel to the East line of said Lot 24. SYMBOLS: 0 = TELEPHONE RISER ®= CABLE TV RISER 9 = WATER METER h 0.00 = ELEVATION (00) - ORIGINAL LOT DISTANCE LI = CENTRAL ANGLE = CENTER LINE = WATER VALVE = CURB INLET = FIRE HYDRANT = LIGHT POLE = CATCH BASIN T,= UTILITY POLE OD = DRAINAGE MANHOLE = SEWER MANHOLE = IRON FENCE = WOOD FENCE —. — = CHAIN LINK FENCE = OVERHEAD UTILITY WIRE ASPHALT CONCRETE PAVERS TILES COVER FLOOD ZONE INFORMATION: BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCYMANAGEMENT REMSED ON OS/11/09 AND INDEX MAP REVI OS/11/09 TOE GRAPHICALLY DEPICTED B DING(S) SHOWN IS MAP OF SURVEY IS NOON ZONE L BASE FLOOD ELEVATION ICLA COMMUNITY NAME & NUMBER MIAMI 120650 MAP N PANEL NUMBER 12086C0304 SUFFIX L SURVEYOR'S NOTES: T ELEVATIONS WHEN SHOWN REFER i0 1020 NATIONAL GEODETIC VERTICAL DATUM ZNOVD 020JM NO GATE FOOTINGS/FOUNDATIONS, DR UNDERGROUND UTILITIES UNLESS SE NOTED. SHOWN 3 THE LANDS HAVE NOT REGARDS r0 MATTERS OF INTEREST BY OTOER PARTIES, EASEMENTS, IN of Avs RESERVATIONS, E7C ONLY PLATTED EASEMENTS 4 THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE SJ DICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRHTE(NE CONSENT OF 5�IS FIRM ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED USK 8023. 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. T. FENCE OWNERSHIP IS NOT DETERMINED. 8 ADDITIONS OR DELETIONS TO TINS SURVEY AP AND/OR REPORT BY SOMEONE OTHER THAN THE SIGNING PART (TES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF HE SIGNINGA RTY(IES) 9 BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN CENTERLINE OF NW 42ND STREET HAS BEEN ASSIGNED A BEARING OF N9010000"EHE CERTIFIED TO: PERPETUAL LOVE 4128, LLC SURVEYOR'S CERTIFICATE: HEREBY CERN, TO, TO, SURVEY IS TRUE AND CORRECT 70 THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENT, SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-, FLORIDA ADMINISTRATIVE CODE PURSUANT 70 SECTION 472 027. FLORIDA STAB, AUTHENTIC COPIES OF THIS SURVEY SHALL BEAR THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE ATTESTING REGISTERED SURVEYOR AND MAPPER NICOLAS DEL VENT° PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA LTC. 4 6945 DATE OF FIELD WORK 09/12/18 JOBp: 18093429 OPAWIV PK NICK CAD FILE: PERPETUAL SHEET 1 OE 1