HomeMy WebLinkAboutExhibit A (2)L.
20'
20
CALCULATED
(C) = CLEAR
CL. CENTER UNE
CONC. = CONCRETE
P.R.0 = POINT OF REVERSE CURVE
P.C. = POINT OF CURVATURE
F.N.D. = FOUND NAIL/DISK
P.C.C. = POINT OF COMPOUND CURVE
M/!. = MONUMENT UNE
N.G.V.D. = NATIONAL GEODETIC VERTICAL ,[.TUW
O.E. = OVERHEAD ELECTRIC UNE
P.B. = PLAT BOOK
P.C.P. PERMANENT CONTROL POINT
P.G. = PAGE
P.O.B. = POINT OF BEGINNING
P/L = PROPERTY UNE
N.T.S. = NOT TO SCALE
= CENTRAL. ANGLE
EXHIBIT "A"
SURVEYOR'S NOTES
Peg— MEN
CR) _ RECORD
OIL OVOMEAD tJnun' t
= POINT OF INMRSEC
1/ = WOOD FENCE
-�(-- = CHAN UNK FENCE
_ C...S. WALL
a/c = Btoocic CORNER
R _ RADIUS
RAD. = RADIAL
RES. = REST
R/W = RIGHT OF WAY
SEC. = SECTION
S.I , - SET IRON PIPE
STY STORY
-
SWX = SIDEWALK
UE. = U`JIT EASEMENT
= t Tuw POLE
1. The date of completion of original field Survey was on August 27,
2003.
--` 2. LEGAL DESCRIPTION:
Lot 6 Block 3 of "AMENDED PLAT OF MIAMI SUBURBAN ACRES`, according
to the Plat thereof, as recorded in Plat Book 4, at Rage 73, of the
Public Records of Miami -Dade County, Florida.
Containing 5,837 square feet more or Tess by calculations.
Property Address: 3138 SW. 22nd Street, Miami, Florida
Folio No.: 01--4116-009.0590
3. ACCURACY:
The accuracy obtained by measurement and calculation of closed
geometric figures was found to exceed this requirement.
4. SOURCES OF DATA:
North'.arrow direction is based on an assumed Meridian.
Bearings as shown hereon are based upon the Northerly property line
with {kn assumed bearing of N 90'00'00" E, sand line to be considered
a wel=. monumented line.