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BPP-19-390MAP OF BOUNDARY sLTl�VEY c- u F.. L6 O M N S (50.00') P 1/2" 0 CAP 5.16 •m LOT 3 I 1 0. SO' BLOCK 9 O O m � CJ1 SEP nrC& Q DRAINFIELD L OCA TION PER OWNER / TESTIMONY L M0000'00"W 56.94''5'swK" NO>__ C®AP .8.6'• 2.8' (56.80')FIP 1/2" NO CAP89 t CD 30.00' PLANTER FIP 1/2" (TYP a)/13.5' 21.00' NO CAP A/C 14.3 o (D 22.1 ❑ A/C O E STORY CBS RES # 90 Cn - 13.6' 1 P.E. a , rn W �• 9.6 3.7' Z m • . IN. Nm­ . . .ri; ....::..7riSm.. 1i ..■11�..'mf.lm An iris EAST 1/2 OF LOT 2 PORTION OF REMAINDJERLOT 2 0 OFLOT2BLOCK 9 BLOCK 9 SHED 9.0' ON CONC. O O_ ' to (5(6 co o / o > o C) 4N. _ 17.0' m LOT 1 BLOCK 9 FIP 1/2" 1 N90000'00"E 81.85' LOT 29 0o NO CAP LOT 30 BLOCK 9 I BLOCK 9 1.Ff'TNn ABBREVIATIONS: A = ARC DISTANCE AC = AIR CONDITIONER PAD BCR = BROWARD COUNTY RECORDS BLDG = BUILDING BM = BENCH MARK BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO (C) = CALCULATED C&G = CURB & GUTTER CLF = CHAIN LINK FENCE COL = COLUMN D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVEWAY EB = ELECTRIC BOX ENC. = ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION FIP = FOUND IRON PIPE (NO ID) FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL (NO ID) FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURED MDCR = MIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE (P) = PLAT PB = PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE PI = POINT OF INTERSECTION PL = PLANTER POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PERM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE (R) = RECORD R/W = RIGHT-OF-WAY RES = RESIDENCE SIP = SIP LB#8023 SND = SET NAIL & DISK LB#8023 STL = SURVEY TIE LINE SWK = SIDEWALK (TYP) = TYPICAL UB = UTILITY BOX U.E. = UTILITY EASEMENT W/F = WOOD FENCE SYMBOLS: © = TELEPHONE RISER 0 = CABLE TV RISER 0 = WATER METER X 0.00 = ELEVATION (DO-) = ORIGINAL LOT DISTANCE A = CENTRAL ANGLE q = CENTER LINE wV N = WATER VALVE = CURB INLET = FIRE HYDRANT Y ID J'�` = LIGHT POLE E = CATCH BASIN UTILITY POLE Qp = DRAINAGE MANHOLE O = SEWER MANHOLE = IRON FENCE = WOOD FENCE = CHAIN LINK FENCE - = OVERHEAD UTILITYWERE IN I_LtJ­ L ASPHALT CONCRETE PAVERS TILES COVER CERTIFICATE OF AUTHORIZATION I LB-.11 Survey P ros, 1 n c _ 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 Tel: 305.767.6802 www.survey-pros-cc3m LOCATION MAP: NOT TO SCALE 'y N I� PROPERTY ADDRESS• 90 NE 91ST STREET, MIAMI, FL.•33138 LEGAL DESCRIPTION: LOTS 1 AND THE EAST 1/2 OF LOT 2, BLOCK 9, OF EL PORTAL SECTION 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT�SOK•9, PAGE 148, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • • FLOOD ZONE INFORMATION! ' • • • • • BASED ON THE FLOOD INSURANCE -RA1C•MAh OF THE?•FEDERAL EMEOdtl?C'•!• MANAGEMENT AGENCY REVISED ON 09/�144:W4 INDEX MAP REVISED ON 09s11/09 THE GRAPHICALLY DEPICTED BUILDINGS) SHOWN ON THIS MAP OF SURVEY IS•Yllls Ao ZONE X BASE FLOOD ELEVATION "IId%A�A%TY NAME' &s NUMIJER VILLAGE QE MIAMI SHORES 120652 MAP & PANEL NUh"rs j12O86CO3O SUFI•)OL a**** • SURVEYOR'S NOTES: " • • ' • ' too** 1. ELEVATIONS WHEN SHOWN REFER TC�*W%IIATIONAL GEODEOC VERTICAL DATLft (NGVD 1929). • • * • 2. NO ATTEMPT WAS MADE TO LOCATE! FOOTINA/FOUND4TJp4S �j UNDERGROUND* UTILITIES UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE,, NOT* BWN ABSTRACTED IN REGAF.O••T+J• MATTERS OF INTEREST BY OTHER PARTIEG,•SUCF• AS EASIMENI%ORIGHTS OF•WAYS, RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOVA. t • 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO TAW. Y(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF THIS FIRM. 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE WRITTEN AUTHORIZA-!ON OF THIS FIRM. 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. 8. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. 9. FENCE OWNERSHIP IS NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY(IES). 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE 91ST STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"W. 9-cn•rrcrcn •rn. REVISION(S): 02/07/19 - UPDATED SURVEY, JOB#19023799 06/18/19 - UPDATED SURVEY, JOB#19064225 SURVEYOR'S CERTIFICATE: DATE OF FIELD WORK I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNUWLEDGE AND BELIEF AS O4�27/17 RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE JOB#: 17042267 CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. DRAWN BY.' NICK AUTHENTIC COPIES OF THIS SEAL CAD FILE: PELLICCIA SURVEY SHALL BEAR THE f ORIGINAL SIGNATURE AND SHEET 1 OF I RAISED SEAL OF THE NI AS DEL E TO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORiDA LIC. # 6945