842 NE 96 St (5)2
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SKETCH OF BOUNDARY SURVEY
SCALE 1 "= 2
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.CENTER LINE Ct,
. PROPERTY LINE ENC
.RIGHT-OF-WAY C.B.S
.CHAIN LINK FENCE N(
.W000EN FENCE 0
. RESIDENCE DCO.M.I
401JN0 IRON PIPE S.LP,
(IF ANY APPLIED)
U.E. .UTILITY EASEMENT •
W.M.E. .WALL MAINT & DRAINAGE EASMT
NUKE I{I 'MONUMENT LINE
PROP.COR .PROPERTY CORNER
F.H. .FIRE HYDRANT
EASEMENT EASMT .EASEMENT
F.R.B. ',FOUND RE -BAR
S.fl H. -SET DRILL HOLE
LEGAL DESCRIPTION
LOT G' L
SUBDIVISION: i.4 1M -k I 4.µ t2tZe ' e 4. 00.
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10
OF THE PUBLIC RECORDS OF
LOCATION SKETCH
SCALE 1' =2oo"
F.B. NO.
DRAWN BY: L •
SURVEYOR'S NOTES:
1At AAA l- 0601,
FOR: 1 -g0 r1 t Q1,3O IZIM ' A-r
JOB NUMBER 12 .05 -
DATE OF THE FIELD SURVEY
BLOCK 75
AT PAGE
COUNTY, FLORIDA.
d, opf e9h = g e- (Ia +6.1-tt A.405 L . 3 313$ •
alJO ILI M n2L I
SURVEY CERTIFY TO tgll0 L►J G; Ill` i20,1,JGe. rJ[)O, (J ,
UJ Lt,� fA. f/Gd 1.4 Mg. NDK64461 IT5 6ote,s oR5 auo /a( a�h(GUs
THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRE
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNIC
STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAP1
61G17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTE$.
ERNESTO BELTRAN
PROFESSIONAL SURV
STATE OF FLORIDA
r -rr. 6 - 2n _ ¶ ..!//)
20 -- 2do3
REVISION DATE:
CHECKED BY: {
E. BELTRAN & ASSOCIATES, INC.
12533 S.W. 30th STREET
MIAMI, FLORIDA 33175.
PHONE: (305) 552 -7450
CERTIFICATE OF AUTHORIZATION NUMBER LB 5233
LEGAL DESCRIPTION WAS FURNISHED BY CLIENT.
EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT, IF ANY AFFECTING THIS PROPER
THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN
LEGAL DESCRIPTION SUBJECT TO ANY DEDICATION, UMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS.. •1 . • ECORDS.
NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTE
FENCE OWNERSHIP BY VISUAL MEANS ONLY, (IF ANY), LEGAL OWNERSHIP NOT
DETERMINED.
•
OR & MAPPER NO. 4885
D.H.F.
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dia.
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a
15.82' 5.15
11.25'
20.08'
Planter
13.04'
Two Story
CBS House
Res # 842
7.00' Parkway
N90 °00'00"
15.54
Asphalt Driveway
Conc.
Walk
14.25'
27.00'
Planter
1.0.20'
2.5'
Rad.
Plan
.0' Sdwlk .
Conc.
WaLk
L 19.71'
I �
A SLab
1—
N89°48'46"\'J 70.73'
not d
9.20' Asphalt Pavement
15.00' Alley
00 -561
10 -09 -2000
#7 Drawn By : A. Alvarez
18 Disckettes No. 210
19 Last Revised:
Sheet 2 of 2
Surveyors Notes:
11 Lands Shown hereon were not abstracted
for easement and /or Right of way of records
12 Survey is incomplete without Sheets one & two
#3 Benchmark : Miami —Dade County Public Works D
N/A
# 4 Bearings as shown hereon are Based upon
Northeast 96th Street N90'00'00 "E
#5 Please See Abbreviations and Legend
on Back of Sheet one
#6 Scale of Drawing: 1" = 20'
Date: 10 -09 -2000
80.00' Right of way
Northeast 96th Street
53.00' Asphalt Pavement
CAP
tp
#3705
AFA
ep.
Boundary Survey
i
Company, Inc.
1 �
Professional
Surveyors Sc Mappers
13050 S.W. 133rd Court
Miami Florida, 33186
Ph. # (305) 234 -0588
Fax # (305) 234 -0423
Sep R b1 `
(10
> 2.0' Cutter
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This certifies that the survey of the property
described hereon was made under my super—
vision & that the survey meets the minimum
technical standards set forth by the Florida
Board of Professional Land Surveyors • &
Mappers in Chapter 61 C17 -6 of Florida
Administrative Code, pursuant to Section
472.027, Florida Statutes.
& That the Sketch hereon is a true and
accurate representation thereof to the best
of my knowledge and belief, subject to notes
and notations show
mando ' ' Alvarez
rofessional Su yor & Mapper 1 5526
State of Florida
Not. Valid unless Signed & Stamped with Embossed Seal
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