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'
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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
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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