07-23-02 (4)9 ��2316 Q C�
L�
WAIVER OF PLAT
GRAPHIC SCALE
10 20 40
(IN FEET)
1 inch = 20 ft.
O
LOCATION SKETCH
SCALE : I"=300'
SEC. 36, TWSP. 54 SOUTH, RNG. 40 EAST
ti
CONC.- CONCRETE
ELEV.- ELEVATION
1'?
AVE. - AVENUE
BLDG,.- BUILDING
CT.- COURT
D.M.E - DRAINAGE AND
F.N. - FOUND NAIL
F.N.D.- FOUND NAIL & DISC.
O.W.- OVERHEAD WIRES. P.O.C.- POINT OF COMMENCEMENT.
P.B.- PLAT BOOK.
SM.- BENCHMARK
N.W. COR. S.E. I/4 OF N.W. 1/4
FT.- FEET.
P.R.M.- PERMANENT REFERENCED
P.C.- POINT OF CURVATURE MONUMENT.
C.- CURVE
E.- EAST
LN: LANE.
S.W. 82nd ST.
OF S.E. 7/4 SEC 36-54-40
C.B. - CATCH BASIN
EN- ENCROACH
G
SU
MEAS.- MEARE.
P.A.C.- POINT OF COMPOUND ROD.- RADIAL
C.B.S - CONCCRETE BLOCK
ESMT.- EASEMENT
M/L- MONUMENT LINE
CURVE RD.- ROAD.
STRUCTURE.
LOT 15
LOT 14
LOT 13
C1
�1
N.- NORTH.
is t4 t
CHB.- CHORD BEARING
ELEVATION
ACT.
Anchor . - .. -.. -P
F -
B -4
_D. �He D4.iine-..(17.- &0)_..��1.+.�V
I1 a -SIP.
1 /E' o
no cap
B -4
)
(17 -80 4YSr.Hsa.
-.. -..
- ..- ..- ..-
B -4
(17 -BO )
..- ..- .. -..
ELECT.W I
P I E F.LP. 3 4' o
-. /
O
PAS. I---_
..
t t6
PJ1Cb II
F.I.P. 3/4'
no cap)
(no Cap)
on 1�4'
90.
7rj.08'
755.08
6' x04D
/ I +
\
(LJN1]�ROVSD)
CLOSED AS PER OiiD.
75.
2�14'
FENCE //
IK�
14 -B1 -1108
t5o.t8
S 7� x-14-
_ \
S.W. 83rd ST.
50' TOTAL R/W
KEY:
WOOD FENCE
A - ARC
CONC.- CONCRETE
ELEV.- ELEVATION
O.V.H.- OVERHANG. P.C.P.- PERMANENT CONTROL POINT
AVE. - AVENUE
BLDG,.- BUILDING
CT.- COURT
D.M.E - DRAINAGE AND
F.N. - FOUND NAIL
F.N.D.- FOUND NAIL & DISC.
O.W.- OVERHEAD WIRES. P.O.C.- POINT OF COMMENCEMENT.
P.B.- PLAT BOOK.
SM.- BENCHMARK
MAINTENANCE EASEMENT.
FT.- FEET.
P.R.M.- PERMANENT REFERENCED
P.C.- POINT OF CURVATURE MONUMENT.
C.- CURVE
E.- EAST
LN: LANE.
P.O.B.- POINT OF BEGINNING. R.- RADIUS
C.B. - CATCH BASIN
EN- ENCROACH
G
SU
MEAS.- MEARE.
P.A.C.- POINT OF COMPOUND ROD.- RADIAL
C.B.S - CONCCRETE BLOCK
ESMT.- EASEMENT
M/L- MONUMENT LINE
CURVE RD.- ROAD.
STRUCTURE.
F.O.H - FOUND DRILL HOLE M/_- METAL SHED,
P.G.- PAGE REC.- RECORD.
CH. - CHORD
F.F.E- FINISHED FLOOR
N.- NORTH.
PKWY.- PARKWAY. RES.- RESIDENCE
CHB.- CHORD BEARING
ELEVATION
Na- NUMBER.
PL- PLACE RGE.- RANGE
CL- CLEAR
F.I.P- FOUND IRON PIPE
O.R.B.- OFFICIAL RECORDS BOOK.
RLGHT
WAY.
CA - CENTER LINE
i - DIAMETER
/W .- OF
S.- SOUTH.
SEC.- SECTION.
SI.P.- SET IRON PIPE
SET NAIL & DISC.
SW.- SIDEWALK
T.- TANGENT.
TERR.- TERRACE.
TWP.- TOWNSHIP.
U.E.- UTILITY EASEMENT.
W.- WEST.
W/F.- WOW FENCE
6- CENTRAL ANGLE.
25.00'
1�
C6 LOT 19
d'
/-F.I.P. 3/4' 0
(no M'P3
,�25.
CONC. LIGHT
x
a
d
E_
0
E_
0
i
I
i
I
E
LEGAL DESCRIPTION:
PARENT TRACT:
LOTS 16, 17, AND 18, OF BLOCK 4, OF SEA VIEW PARK AMENDED, ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 17, OF PAGE 80, OF THE
PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA; (AND THE EAST 1/2 OF
S.W. 60th AVE. LYG. WEST AND ADJ. TO LOT 16 CLOSED AS PER ORD 14 -81 -1108,
OF BLOCK 4, SEA VIEW PARK AMENDED, AS REFLECTED IN THE PUBLIC RECORDS
OF MIAM -DADS COUNTY, FLORIDA); CONTAINING 21,546 SQ. FT. f
PARCEL I:
LOT 16 AND THE WEST 4.92 FEET OF LOT 17, OF BLOCK 4, OF SEA VIEW PARK
AMENDED, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 17,
OF PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA;
(AND THE EAST 1/2 OF S.W. 80th AVE. LYG. WEST AND ADS. TO LOT 16 CLOSED
AS PER ORD 14 -81 -1108, OF BLOCK 4, SEA VIEW PARK AMENDED, AS REFLECTED
IN THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA); 10,773 SQ. FT. t
PARCEL II:
LOT 18 AND LOT 17 LESS THE WEST 4.92 FEET, OF BLOCK 4, OF SEA VIEW PARK
AMENDED, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 17,
OF PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA;
CONTAINING 10,773 SQ. FT. f
SURVEYOR'S NOTE:
1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929)
2) BENCH MARK USED:
LOCATOR NAME ELEVATION
5000 SC -38 10.43
SW 88 ST - --
SW 27 AVE - --
BRASS BAR IN CONC WHEELGUARD AT SE CORNER OF BRIDGE OVER SNAPPER CREEK
�• SEE BM SC -38 —A BRASS BAR AT NW CORNER OF BRIDGE
3) PURPOSES = TO BUILD TWO NEW RESIDENTIAL
4) PRESENT ZONING = RS -3
5) PROPOSED ZONING = RS -3
6) FLOOD CRITERIA = 6.0 FEET BASED ON FLOOD CRITERIA MAP, P.B. 91, AT PAGE 69, SHEET 3 OF 5
MIAMI —DADE COUNTY, FLORIDA.
PREPARED FOR: PORTICO CONSTRUCTION, INC.
7600 S.W. 57th AVE. #218
MIAMI, FLORIDA 33143
TEL: (305)663 -9556
DATE OF FIELD SURVEY-- 0449/02
FLOOD ZONE. -AE- COMMUNITY No.: 19083'; PANEL- 27Fi SUFFIX:. L DATE OF FIRM: 07 Al /91; BASE FLOOD: 10 On
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 SECURED
AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND
FOUNDATION AND UTILITIES NOT LOCATED.
FOR: PORTICO CONSTRUCTION, INC.
ORDER No.: 0204 -117
DATE: 05403109
REV.:
GA.
PROFE55'IOH�,L� SURVEd =.MAPPER No.3106
STAT E 0 j QRfD i
NOT VAPD+ UNj2SS yGFD - MBOSSED SEAL.
R
C. F
CARIBBEAN LAND SURVEY ARE,; .',4NC.
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