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THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
THE ENTITLES NAMED HEREON AND THE CERTIFICATE DOES NOT
EXTEND TO ANY UNNAMED PARTY.
A — ARC
CONIC.— CONCRETE
AVE. — AVENUE
CT.— COURT
BLDG.— BUILDING
D.M.E — DRAINAGE AND
BM.— BENCHMARK
MAINTENANCE EASEMENT.
C.— CURVE
E.— EAST
C.B.— CATCH BASIN
ENC.— ENCROACH
C.B.S — CONCCRETE BLOCIESMT.— EASEMENT
STRUCTURE,
F.D.H — FOUND DRILL HOLE
CH. - CHORD
F.F.E- FINISHED FLDOR
CHB.- CHORD BEARING
ELEVATION
CL.— CLEAR
F.1-P— FOUND IRON PIPE
CA — CENTER LINE
/ — DIAMETER
SITE PLAN
SCALE : 1" = 20'
F.LP 1/2.0
(no cap)
17.50' ASPHALT S.W. 82nd ST.
52.68' z9$,$i
130.18' 11.00' PARKWAY
1
V
P.C.P.— PERMANENT CONTROL POINT.
F.N.D.— FOUND NAIL do DISC.
S.
P•O.C.— POINT OF COMMENCEMENT.
FT.— FEET.
*77.50'
6,
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P.O.B.^ POINT OF BEGINNING,
R.— RADIUS,
MEAS.— MEASURE.
P.O.C.— POINT OF COMPOUND
in
N m
M /L— MONUMENT LINE.
CURVE.
RD.— ROAD.
r - - -- --------------
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N.•- NORTH.
r- - - - -- ------------------ I
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PL- PLACE.
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7.5' SET BACK
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15' SET __j
R/W.- RIGHT OF WAY.
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54.97'
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15' SET
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130.18' 11.00' PARKWAY
1
O.V.H.— OVERHANG.
P.C.P.— PERMANENT CONTROL POINT.
F.N.D.— FOUND NAIL do DISC.
O.W.— OVERHEAD NSRES.
P — PLAT BOOK.
P•O.C.— POINT OF COMMENCEMENT.
FT.— FEET.
*77.50'
6,
P.R.M.— PERMANENT REFERENCED
MONUMENT.
09
P.O.B.^ POINT OF BEGINNING,
R.— RADIUS,
MEAS.— MEASURE.
P.O.C.— POINT OF COMPOUND
in
N m
M /L— MONUMENT LINE.
CURVE.
RD.— ROAD.
r - - -- --------------
- - - --�
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N.•- NORTH.
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PL- PLACE.
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11,174.74 SQ. FEET.
R/W.- RIGHT OF WAY.
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33,62' `T
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1 49.03'
Flu
105.00'
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OAK TREE
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21
20
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50.00'
I
SA 30'
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155.00
cap)_
\--Wood & Wire
Fence
ELEV.— ELEVATION
F.N.— FOUND NAIL
O.V.H.— OVERHANG.
P.C.P.— PERMANENT CONTROL POINT.
F.N.D.— FOUND NAIL do DISC.
O.W.— OVERHEAD NSRES.
P — PLAT BOOK.
P•O.C.— POINT OF COMMENCEMENT.
FT.— FEET.
-13
P.C.— POINT OF CURVATURE,
P.R.M.— PERMANENT REFERENCED
MONUMENT.
LN.— lt'NE•
P.O.B.^ POINT OF BEGINNING,
R.— RADIUS,
MEAS.— MEASURE.
P.O.C.— POINT OF COMPOUND
RAD.— RADIAL
M /L— MONUMENT LINE.
CURVE.
RD.— ROAD.
M /S.-- METAL SHED.
P.C.- PAGE.
REC.- RECORD,
N.•- NORTH.
PKWY.- PARKWAY.
RES.- RESIDENCE.
No.- NUMBER.
PL- PLACE.
RGE.- RANGE.
O.R.B.- OFFICIAL RECORDS BOOK.
11,174.74 SQ. FEET.
R/W.- RIGHT OF WAY.
PORTION OF
LOT 26
S.— SOUTH,
SEC.— SECTION.
S.I.P.— SET IRON PIPE.
S.N.D.— SET NAIL & DISC.
SWK.— SIDEWALK
T.— TANGENT,
TERR.— TERRACE.
TWP.�- TOWNSHIP.
U.E.- UTILITY EASEMENT.
W.- WEST.
W/F.— WDDD FENCE.
A — CENTRAL ANGLE.
x•
1p.
- - -- 77.50' - -A- ---------- I
LP 1/2'0
(no cap)
I.11ellm"ll
ua
•d'
7.5' SET
BACK
(no cap)
Choin Link o
Fence
BENCH MARK:
LOCATOR NAME ELEVATION
5000 SC -38 10.43
BEARINGS ARE BASED ON AN ASSUMED MERIDIAN C/L OF BEARS — SW 88 ST - --
AS SNOWN IN PLAT BOOK - AT PAGE— . MIAMI -DADE COUNTY, FLORIDA. SW 57 AVE - --
BRASS BAR IN CONIC WHEELGUARD AT SE CORNER OF BRIDGE OVER SNAPPER CREEK
** SEE BM SC -38 -A BRASS BAR AT NW CORNER OF BRIDGE (EL 10.54)
W
LO
�I
LOCATION SKETCH
SCALE : I" = 100'
S.W. 82nd ST.
I
S.W. 83rd ST.
LO
N
LEGAL DESCRIPTION:
0
50.00'
50.00'
50.00'
FEET OF TRACT 18, SUBDIVISION REVISED PLAT OF A
PORTION OF THE AMENDED PLAT OF PALM
MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF AS
4
5
6
7
LOTS 1. 2 AND 3. AND THE NORTH 1
/2 OF LOT 26 BLOCK 18
SUBDIVISION - AMENDED PLAT OF PALM
MIAMI HEIGHTS
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 25 AT PAGE - 37 OF THE
PUBLIC RECORDS OF MIAMI —DADE COUNTY,
FLORIDA.
PARCEL I:
THE WEST 155 FEET OF THE NORTH 145.94
FEET OF TRACT 18, SUBDIVISION REVISED PLAT OF A
PORTION OF THE AMENDED PLAT OF PALM
01
i
MIAMI -DADE COUNTY, FLORIDA. CONTAINING
11,174.74 SQ. FEET.
0,//-
50.00,
50.00'
1 49.03'
Flu
105.00'
$
18
8
$
�
9 25 9
105.00'
^
~
g
6
M
^
S 24 6
23
22
21
20
19
105.00'
50.00'
50.00'
50.00'
50.00'
S.W. 83rd ST.
LO
N
LEGAL DESCRIPTION:
PARENT TRACT:
THE WEST 155 FEET OF THE NORTH 145.94
FEET OF TRACT 18, SUBDIVISION REVISED PLAT OF A
PORTION OF THE AMENDED PLAT OF PALM
MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 43 AT PAGE 37
OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY,
FLORIDA. CONTAINING 22,483.65 SQ. FEET.
A /K /A
LOTS 1. 2 AND 3. AND THE NORTH 1
/2 OF LOT 26 BLOCK 18
SUBDIVISION - AMENDED PLAT OF PALM
MIAMI HEIGHTS
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 25 AT PAGE - 37 OF THE
PUBLIC RECORDS OF MIAMI —DADE COUNTY,
FLORIDA.
PARCEL I:
THE WEST 155 FEET OF THE NORTH 145.94
FEET OF TRACT 18, SUBDIVISION REVISED PLAT OF A
PORTION OF THE AMENDED PLAT OF PALM
MIAMI HEIGHTS, LESS THE EAST 77.50 FEET, ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 37 OF THE PUBLIC RECORDS OF
MIAMI -DADE COUNTY, FLORIDA. CONTAINING
11,174.74 SQ. FEET.
PARCEL II:
THE EAST 77.50 OF THE WEST 155 FEET OF THE NORTH 145,94 FEET OF TRACT 18, SUBDIVISION
REVISED PLAT OF A PORTION OF THE AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 37 OF THE PUBLIC RECORDS OF
MIAMI —DADE COUNTY, FLORIDA. CONTAINING 11,308,91 SQ. FEET.
RES, No 5780 SW 82nd ST.
MIAMI —DADE COUN'T'Y, FL. 33143
DATE OF FIELD SURVEY 05Z23/2002
I FLOOD ZONE: COMMUNITY No. �5 PANEL: 276 SUFFIX: DATE OF FIRM: 07 -17 -99 DOSE FLOOD: 100
EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING
THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT S CURED
AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE-,µ p��QROUND
FOUNDATION AND UTILITIES NOT LOCATED. y A �`o
FOR CABAROCK
ORDER No. 0205 -59 B ALTS t rA �r
._
DATE 05./25/2002 PROFESSIONAL SURVEI'YJIJA1aZIb 6PER IeuLge ..,
REV. 061,L1A119009 NOT VALID UNLESS SIGREU 7Q�(��g ED��y+/7yALs'�' w v.
CARIBBEAN LAND SURVEYORS, IN
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