5959 SW 71 ST PB-09-025-001 —CO
AM 111k far
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NOT TO SCALE
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S. W. 70th STREET
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i KARL F, KUHN
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6 1 , Professional Land Surveyor
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' Hollywoo� Florida 33021.
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Block 3
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= V . 7 0 t h S T R E E T One Foot Reservation (P.B. 2, Pg 105) #
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34' Asphalt Pavement Platted_ ) I - if
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North Linen Soulth 1(/2, SW 1/4, SE 1/4 ! - i
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0 2' Curb & Gutter o Section 25-54-40 (P.B. 2, PG 105) 1 1
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Vertical Curb Cut ' Curb Cut I Z
FIP 1/2"& CaP Pie _ L-- - - -
----1---- -1------ -------
6' Conc. Sidewalk 1 rJ0.00 P&M Drain Conc. Sewer Pipe 4' Wall FIP 1/2"+ Cap O
On Line o c.
�9• M N Tile Tile E °o TreeT - - - - - - - - �-
- Conc. Driveway cQ 0 o \ 0.18' S. W. S t STREET
On Line; eA. o O
0.16 Vp_
Planter Planter C0
-- 130.12' A/C Laundry Drain 10.02'
9,$6' Room Pipe
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7' Rail
Fence
CERTIFIED TO:
Francisco Celeiro Martinez i
City of South Miami Building & Zoning Department. a
PROPERTY ADDRESS:
5959 SW 71st Street, Miami, FIL
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9
Lot 8 Lot 9 Lot 10 _ LEGAL DESCRIPTION:
Block 3 Block 3 Block 3 II U
Lots 8 thru 13, Block 3, ROSSWOOD according to the plat thereof, as
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o �" recorded in Plat Book 13, Page 62 of the Public Records of Miami—Dade
m County, Florida.
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1' Wall U
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4 Story CBS LEGEND,
d Building # 5959 ' c�
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A = ARC - E.T. = ELECTRIC TRANSFORMER
CL - CLEARANCE
® 00 B.M. = BENCH MARK � = UTILITY POLE ENC. = ENCROACHMENT
LO 10 B.O.B. = BASES OF BEARINGS N&D = NAIL AND DISC SIP = SET IRON PIPE ;!
Platted �- � - BR = BEARING F.F- ELEV.= FINISHED FLOOR ELEVATION FIP = FOUND IRON PIPE
N Lot Lines 4 pp BC = BLOCK CORNER = FIR = FOUND IRON ROD I!J
C = CALCULATED _
N CENTRAL ANGLE
N N W = CATCH BASIN TYP = TYPICAL
CBS FENCE 1 Q
CBS = CONCRETE BLOCK STRUCTURE MH = MAN HOLE R = RADIUS V
N CH = OUL = OVERHEAD LUTILITY LINES a
CHORD EL. = ELEVATION -- --
� = CENTER LINE _ FD = FOUND
E.M. - ELECTRIC METER F = FOUND
ML = MONUMENT LINE E.M.H. = ELECTRIC MAN HOLE = FIRE HYDRANT ® �
CONC. CONCRETE - tiY° � N W
CL - CLEARANCE —//— = WOOD FENCE o _ °
r WM = WATER METER r r o
M ,� (M) = MEASURED —/WV = WATER VALVE
M cD POB = POINT OF BEGINING N = OFFSET a- G.M. = GAS METER
r FN = FOUND NAIL T = TANGENT r J
CH. BR = CHORD BEARING
rODj � PC = POINT OF CURVATURE Q
PT = TANGENCY POINT DE = DRAINAGE EASEMENT O
m p PRC = POINT OF REVERSE CURVATURE DME = DRAINAGE AND MAINTENANCE EASEMENT
a PCC = POINT OF COMPOUND CURVATURE MAINTENANCE EASEMENT
o POC = POINT OF COMMENCEMENT LIME = LAKE MAINTENANCE EASEMENT ILL.
� SIR = SET IRON ROD CME = CANAL MAINTENANCE EASEMENT
Q (R) = RECORDED UE = UTILITY EASEMENT
RES = RESIDENCE UJ
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Lot 13 Lot 12 Lot 11 SURVEYOR'S NOTES: ® Z
Block 3 Block 3 Block 3
J m 1 ) The above captioned Property was surveyed and described
based on the above Legal Description: Provided by Client.
2) All bearings and distances shown hereon are recorded and o_- Y CID
measured unless otherwise shown. o LU
3) The lands shown hereon were not abstracted for easements or w Li
7' Rail 7' Rail i other recorded encumbrances not shown on the plat and the ® j
Fence Fence ® >
0.13' same, if any may not be shown on this section. 1 UJI
0.10' a' 0.05' W
L° 4) Foundations and/or footings that may cross beyond the M �
p c' ON w
oa boundary lines of the parcel herein described are not shown 77 U)
204.45'(P) -� o'99T N Column 130.10' 9.93' FIP 1Co 5 Elevations are based on the National Geodetic Vertical Datum 1929. Z M
0.1Q Conc. Conc. 0.05'1 Under Conc. ) J
BC Fnd N&D ,( -_ _ _ BC 6) Fence ties are to be the center line of the fence. W o
WM�I� (F-1678) 6' Conc. Sidewalk Entrance 15®•®0 \P&M) Parking Meter (F-167 85.76'(P)� < N
7) Wall ties are to face of the wall.
Parkin Meter Planter Conc. Conc. ---- k
o g Planter Anchor o 8) Ownership subject to opinion of the Title. °
0 2' Curb & Gutter Inlet 2' Curb & Gutter o `-2' Curb & Gutter Fi X
LO _ N 9) Underground utilities are not depicted hereon.
10) Zoning and Setbacks are not verified by this survey. Iii
25' Asphalt Pavement I � Z
11 ) This is an urban survey and it meets of exceeds a ratio of
S . W. 71st STREET -- -
closure of 1 : 10000. r N
SURVEYOR'S CERTIFICATE: U
I hereby certify that this survey meets the minimum technical standards i w
as set forth by the Florida Board of Surveyors and Mappers in Chapter 61G17-6 M
Florida Administrative Code, pursuant to section 472.,027, Florida Statutes. And is
true and correct to the best of my knowledge and belief.
M
GRAPHIC SCALE
NOT VALID UNLESS SEALED AND EMBOSSED WITH SURVEYOR'S S AL,,- Z
.�- L
20 0 10 20 40 80 i s
Date of field Work: 09/21/09 do T2, F U I'1
(
IN FEET ) Professiondl` Surveyor 5953 li
BOUNU Ilk URVEY
1�I\f
SHEET 1
= 20 ft. i OF 1
1 inch
State of Florida.
5