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LEGAL DESCREMON
A PORTION OF LOT 4 OF SAM BROWN JR5 HYPOLUXO SUBDIVISION, AS RECORDED
IN PLAT BOOK 1, AT PAGE 81, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMENCE AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN SOUTH 89 59'
27- EAST, ALONG THE NORTH LINE OF SAID LOT 4, FOR A DISTANCE OF 94.78 FEET TO
A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY #1 AND THE POINT
OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE
p. CONTINUE SOUTH 89 5927- EAST, ALONG THE NORTH LINE OF SAID LOT 4, FOR A
DISTANCE OF 137.00 FEET TO A POINT; THENCE RUN SOUTH 7 20' 55" WEST
PARALLEL 1=1 TO THE SAID EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY #1 FOR A
DISTANCE OF 153.61 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF VISTA
HERMOSA AVENUE (NOW CALLED LAS PALMAS AVENUE) AS SHOWN ON THE PLAT OF
LAS PALMAS PARK RECORDED IN PLAT BOOK 25, AT PAGE 242, OF THE PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE RUN WEST ALONG SAID
NORTH RIGHT-OF-WAY LINE OF VISTA HERMOSA AVENUE FOR A DISTANCE OF 123.35
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE
RUN NORTHWESTERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE RIGHT, WHOSE El Ei1ENTS ARE A RADIUS OF 12 FEET AND A CENTRAL
ANGLE OF 97 20* 55" FOR AN ARC DISTANCE OF 20.39 FEET TO A POINT OF
1 TANGENCY WITH THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY #1 THENCE
RUN NORTH 7 20' 55" EAST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF U.S.
HIGHWAY #1 FOR A DISTANCE OF 140.00 FEET TO THE POINT OF BEGINNING.
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LAS PALAMS
HEARINGS SHOWN HEREON ARE RELATIVE TO PLAT
AND ARE ASSUMED.
NO ABSTRACT OR TITLE SEARCH WAS PERFORMED
TO DISCOVER THE EXISTENCE OF ANY EASEMENTS
OR RESTRICTIONS OF RECORD.
ELEVATIONS SHOWN HEREON ARE BASED ON
NATIONAL GEODETIC VERTICAL DATUM OF 1929
UNLESS OTHERWISE NOTED.
NO BELOW GROUND IMPROVEMENTS, FOOTERS,
FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED
OR SHOWN ON THIS SURVEY.
��1
W
Z
BOY` SAY CM
O.R.B. = official record book
Tran. = transformer pad
P.B. = plat book P = plan PG. = page
C.B.S. = concrete block structure
F.P.& L =' Florida Power & Light
Typ = typical or= power pole I.R. iron rod
P.C.C. = point of compound curve
CM = concrete monument
RAN = right -of -Way M = measured R = radius-
P.C.P. = permananent control point
P.R.C. = point of reverse curve
= central angle LP. = iron pipe D = deed
P.O.C. = point of commencement
P.I. = point of intersection
bearing basis line RP = radius point O/S = offset
P.O.B. =point of beginning
P.T. = point of tangency
Asph = asphalt L = arc length Cone = concrete
D/E = drainage easement
=not field measured
M.H. = manhole CL = centOrline Esmt = easement
C.M.P. = corrugated metal pipe
WPF = wood privacy fence
U/E = utility easement ALUM. = aluminum Cale = calculated
R.L.S. = registered land surveyor
Chaff chattahoochee
CLF = chain link fence P.C. point of curvature
L.B. licensed business- -
--,P-_R-.M.=ipermanent reference monument----- -
Renner, Burgess, Inc.
Certified TO:
I S.E. 4th Ave., Suite 205
Defray Beach, FL 33483
SUAU ENTERPRISES, INC. D/B/A TEXACO GATEWAY
'Phone 561-243-4624
REPUBLIC SECURITY BANK
KESID81'.
_1..
Fax 243-4869
Its' Successors and/or Assigns
Lana
West Palm. 735-7639
Surveying
West Palm Fax 735-7641
MITCHELL L BERKOWIT7, P.A.
Toll Free 1-800-773-5531
ATTORNEY'S TITLE INSURANCE FUND, INC.
o C'Fax
Free 1-800-954-4408
keside i5
Harbor
Authorization Number LB6504
Flood Zone:
334 NORTH
I here h tertify that the Sketch of Boundary, Survey shown hereon
Map No: _1201969 0001-1 C,
NWM Clu
meets I"minimttechnical
Florida
dards set forth in Chapter 61 G 17-6,
Map Date:,
20 LA
Not to Scale
minis Cod u suant to Section 472.027, Florida
ArBoat Club•.
ugn/mp
BEERS
Statute;.
40t
1, valid unless
Date: $-Z5-9S sealed with embossed
is Vicinity
No: Is _9 5 surveyor's saal,
-Map
-`7
1 HarrrA-lpu�wx,
T_ P.L.S. No. 5089
Revised: