08-03-04 Item 8 Plan (2)rya
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X (�b�L —pa1�1 OULPalm 4'- 6UL OUL
Palm x
5 9. 0 GQ(,"
-10' Palm
alm Mango , , Umbrella Tree
' -10' 15' -10' ~j �` Xb_ Pine Tree 10-5 20' -15' 1'- 20' -20'
Im COC NUT 35' -20'
-10' 10 5' Mango Mango
3Im 2 ® Pine ree CONUT" 15' -15' Mango'
altl'f 35' -20' 1 '
-10'
alm ine Tree
-10' 5' -20' OCONUT
alm 10' -5'
_ COCONUT I e ree
'alm Pine Tree 10' -5' 15' 15'
�-1 Im ine Tree 15' 2 40 ,
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COCONUT PROPOSED DRIVIEW
0
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64th STREET
O
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North arrow direction is based on an assumed Meridian.
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Bearings as shown hereon are based upon the south
g P property line with
DRWY.
U.P.
LJ
an assumed bearing of S 89'52'44" E, said line to be considered a well
B.O.B.
�0
monumented line.
X
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C
pla. I
01)) W-5 10
67th
Oak
1.5'- 20' -20'
Tree 1'- 20' -20'
x
COCONUT ARE
10' -5'
10' -5'
5
STREET
1t sr0
�ti I
Oak D,0 F.I.P. 1/2"
OUL r L� 1 OUL OUL OUL OUL OUL OUL 11 (NO ID.) 0�5
'.s 8.13 ' r•:' --, oak 1g6 = 25.00'
Oak 20' -10'� X t�� 11s 30' -20' Umbrella ;K �.'� L 39.15
Tree 1 - 10' -10' ``'� - I . ' Ta =24. �8'
Tree 1'- 15' -10' Palm 20'-20' 6• oincian '•
x 1'- 20' -5' Tree 11 -20' -
ELOCATED Tree 3'- 40' -30' 89'42 59"
1'- 15' -15' Pa
1' -15' 20' Poin 1'
+ Umbrella X 3' -3 l 50
Lr 0' -20' Palm
0.5'- 10' -15'
RELOCATED Tree1.
1'- 15'15' Pine Tree Pne Tree
COCONUT 15 D` 50' -30' i0' -30'
X" ,`ti
10 -5 RELOCATED Tree + Pine Tree is�i�f X
1' -15- 5' Palm 20' '` rL X Tre `,:
+
Oak
1'- 20' -10'
Wo- _ 0.5'- 20' -20'
PROPOSED DRIVEWAY
COCONUT p0
10' -5' \U'.
x
RLOCATED Tree
COCONUT 1'-20' -10'
RLOCATED OC
i 05' -10' COCONUT
5' -10' RELOCATED
0
Almacigo
'- 25' -2' '
COCONUT
05'-10'
OCONUT
05' -10' z
COCONUT
05' -10' 0 O
0 Sib x
COCONUT °
05' -10' + O Tree 1.5' -20' -2
RELOC DTree _
1.5'- 30' -20'
COCONUT
COCONUT 2,_5. C.3�
2' -5'
RLOCATED _I _
COCONUT '
p1 ,�X g x COCONUT
0 05'- 10 ` X•�'S 88 4' 1�� x 2-1 5' COCONUT 20'-10'k
0 X
"4
C,
RELOCATED ,��,� x COCONUT 2' -5' COCONU 2' -5' 0
�-� COCONUT N N
05' -10' Oak 30' -20'
RoJ1
X
ree 10' -10'
COCONUT 20' -10'
COCONUT 2' -5' rJn
V '
RELOCATED
COCONUT
05-10'
31E
X Tree 10' -10' COCONUT 10' -15'
Oak 30' -20' Pine Tree 10' -10'
Tree 1'- 10' -10'
Oak 30' -20' ,r; , ��
Pine Tree COCONUT 10 '15'
0.5'- 15' -5' ,� s X r .
tit i 5
,' -30'
COCONUT 10' -15'
Oak 30' -20' COCONUT 10' -15'
C� tk,� x
•20' Pine Tree
0.5'- 15' -5'
x x Mango Poinciana
1'-10'-e
' 10e 10' 02'- 20' -20' Tree 2'- 20' -2'
1'- 20' -20'
Poinciana Tree
2'- 40' -30' 10' -10' x
ik
71 ,
15' X_\
Tree
10' -10'
try'
D 20'-10' 10' x
la i, 15 9.0 0'
0`-
'-" N90 000'00 "E
L T 2, BLOCK 3
P AT BOOK 69 -64 0
xl�.
oin is a Palm
). -1 2'- 30' -20'
Palm Oak
2'- 30' -20' 30' -20 - X 0 I
g181 Palm 0
N'I 0.5- 10' -15' CO
X
Ul
X v
1 �
/ rya
Tree /
1'- 20' -20' POND �� n
RELOCATED Pclrr. 2'-30'-20'(
O
RELOCATED Palm 2L-_30'= 0' n
O ('
Pcinciono N ., r°rI
1'- 40' -3'
Palm -P ^
2'- 30' -20'
Poinciana p
)CATED COCONUT �� 1'- 40' -3' Poinciana ' ,: F_
0.5'- 10' -5' �• '- 40' -3'
RELOCATED Palm COCOg0T1-01-1JNUI �-
10'-5' V�o Palm . Tree r? 0.5'- 10' -5' 10- 1 —10'-10' -.•
0.5'-10'-5'
COCONUT
10' -5' p D
COCONUT <
PROPOSED POOL 20'x50' 10' -5' Poinciana : +:. z
0.5' -15' COCONUT 20' -20' C
�X M
Palm
1'- 10' -5'
C
x X ,y RELOCATED Palm ri r-
�,� N�O Poinciana 1'- 10' -5'
Q Pine Tree 0.5' -10'
ocado l'-30'-30' A °�v °o ° 40' -20' f
s44 X of Umbrella O
- - °� 1'- 20' -10' ..,� �
Pine Tree
.�� 40' -20' X�1
Avocado 00�4,� a Poinciana
1'- 30' -30'
Tree O
30'-20'
Poinciana
2'- 20' -2'
11
Almacigo Umbrella
Oak Poinciana
20'-20' 0. 5 -15 -5
6 HIGH 30' -30' 1'- 20' -2'
CHAINLINK �-`, im(
FENCE t�Cb7, ?J,
..•
Poinciana Oak
30' -30' O
Pine Tree . C
30' -30'
Pine Tree
*oInciona 30' -30'
:O
1 C SE.
2' -3r e30' -*1 1�5 Poinciana 1� r'' :, r 20'-10 I SEC.
30' -30' �,,� O Mango 0.5 -20 S��S:. F.N.
C 2' -30' -2 ' Oak ��� 0 k
t� <bc� Z NO
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lot- 20
ti's oak ;ls X z iS�Y' ti`s; :� O 6.3'
`�=� C
30' -30 , X
322.00' (R&M) ``— oak
Almacigo
20' -20' I 1.5'- 20' -2'
LOT 2, BLOCK 3 ro
l rL PLAT BOOK 69 -64
ango Palm
• ' -30'- 5 35.0' _
Poinciana
1'- 30' -2' F.N. Umbr, lr ry6h
LOT 1, BLOCK 3 (NO ,)1.5'- 0'
PLAT BOOK 69 -64
STONE
WALL I '5� ry'
NrL X
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d
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,ORNER
/4, SE. 1/4
26 -54 -40
ID.)
SOUTH
,\ry 15S .
m
0 10 20
SCALE
1' = 20'
FOSW.
64th STREET
2-
North arrow direction is based on an assumed Meridian.
�Q9
LI
ri
z
Bearings as shown hereon are based upon the south
g P property line with
DRWY.
U.P.
LJ
an assumed bearing of S 89'52'44" E, said line to be considered a well
B.O.B.
a
monumented line.
A/C
_0
C
W
N
This property appears to be located in Flood Zone X, as per Federal
Z
- BUILDING
Emergency Management Agency (FEMA) Community -Panel Number 1206
>
- CATCH BASIN
58, Map No. 0260, Suffix J, Effective Date: July 17, 1995.
Q
= CONCRETE BLOCK STRUCTURE
CH.
- CHORD DISTANCE
SW 67th STREET
C
- CALCULATED
>U�
L/l
- CLEAR
CENTER LINE
"NELSON HOMESITES ", according to the Plat thereof, as recorded in Plat
CONC.
= CONCRETE
LJJ �
�j
P.R.0
= POINT OF REVERSE CURVE
Florida.
P.C.
= POINT OF CURVATURE
Q L,UTAIIIONt
F.N.D.
LOCAUON MAP
SCALE 1 ": 300'
NORTHEAST 114, SOUTHEAST 114 SECTION 26,
TOWNSHIP 54 SOUTH, RANGE 40 EAST
MIAMI -DADE COUNTY FLORIDA
DEVELOPMENT INFORMATION:
1. CURRENT ZONING: RS -1
2. NUMBER OF LOTS: 2
3. NUMBER OF BLOCKS: 1
4. POTABLE WATER: WASD
5. Flood Criteria: 8.0 feet
1. The date of completion of original field Survey was on June 09 2004,
2. LEGAL. DESORPTION:
PARENTTRACT
Tract 1 of, "NELSON HOMESITES ", according to the Plat thereof, as
recorded in Plat Book 39, at Page 57, of the Public Records of
Miami -Dade County, Florida.
Containing 97,353 square feet (2.23 Acres) more or less by calculations.
PARCEL,1
The West 159 feet of Tract 1 of "NELSON HOMESITES ", according to the
Plat thereof, as recorded in Plot Book 39, at Page 57, of the Public
Records of Miami -Dade County, Florida.
Containing 48,164 square feet (1.11 Acres) more or less by calculations.
Pei 2
Tract 1, less the West 159 feet, of "NELSON HOMESITES ", according to
the Plat thereof, as recorded in Plat Book 39, at Page 57, of the Public
Records of Miami -Dade County, Florida.
Containing 49,188 square feet (1.13 Acres) more or less by calculations.
Property Address: 6706 SW. 67th Avenue, South Miami Florida 33143
Folio No.: 09- 4026 - 008 -0010
9. ACCURACY:
The accuracy obtained by measurement and calculation of closed
geometric figures was found to exceed this requirement.
4. SOURCES OF DATA:
LEGEND
2-
North arrow direction is based on an assumed Meridian.
�Q9
4-
ri
= ELEVATION
Bearings as shown hereon are based upon the south
g P property line with
DRWY.
U.P.
= DRIVEWAY
- UTILITY POLE
an assumed bearing of S 89'52'44" E, said line to be considered a well
B.O.B.
-BASIS OF BEARINGS
monumented line.
A/C
= AIR CONDITIONING PAD
A
= ARC DISTANCE
This property appears to be located in Flood Zone X, as per Federal
BLDG.
- BUILDING
Emergency Management Agency (FEMA) Community -Panel Number 1206
C.B.
- CATCH BASIN
58, Map No. 0260, Suffix J, Effective Date: July 17, 1995.
C.B.S.
= CONCRETE BLOCK STRUCTURE
CH.
- CHORD DISTANCE
Legal Description furnished by client.
C
- CALCULATED
(C)
CL
- CLEAR
CENTER LINE
"NELSON HOMESITES ", according to the Plat thereof, as recorded in Plat
CONC.
= CONCRETE
Book 39, at Page 57, of the Public Records of Miomi -Dade County,
g
P.R.0
= POINT OF REVERSE CURVE
Florida.
P.C.
= POINT OF CURVATURE
Q L,UTAIIIONt
F.N.D.
- FOUND NAIL /DISK
P.C.C.
- POINT OF COMPOUND CURVE
Since other information other than what is cited in the Sources of
M/L
- MONUMEIT' LINE
Data were furnished, the Client is hereby advised that there may
N.G.V.D.
O.E.
= NATIONAL C:ODETIC VERTICAL DATUM
= ELECTRIC LINE
be legal restrictions on the Subject Property that are not shown
P.B.
PLAT BOO(
-PLAT B00C
on the Survey MO that may be found in the Public Records of
Y P Y
P.C.P.
= PERMANEPT CONTROL POINT
Miami -Dade County. The Surveyor makes no representation as to
P.G.
- PAGE
ownership or possession of the Subject Property by any entity or
P.O.B.
- POINT OF BEGINNING
individual who may appear of public record. No excavation or
P/L
= PROPERTN LINE
determination was made as to how the Subject Property is served
N.T.S.
= NOT TO ;CALE
by utilities. No improvements were located, other than those shown.
= CENTRAL ANGLE
No underground foundations, improvements and /or utilities were
- CATCH ERSIN
located or shown hereon.
= SANITARI SEWER
w®
pa
= WATER WLVE
Well- identified features as depicted on the Survey Map were
measured to an estimated horizontal positional accuracy of Ka foot.
L.F.F.E.
= LOWEST FINISH
FLOOR ELEVATION
LR CIUEW INFIDIRMAT110N:
S.LR.
= SET IRON ROD
P.O.C.
= POINT OF COMMEN- CEMENT
This Boundary Survey was prepared at the insistence of and certified
F.N.
= FOUND I4ML
to:
P.T.
- POINT 0" TANGENCY
E.N.C.
- ENCROA:HMENT
F.H.
= FIRE MiRANT
Lee P. Sevald and Karen L. Sevald
F.I.P.
- FOUND RON PIPE
F.I.R.
- FOUND .''EBAR
8LFA%Y " `(, E RT FICAT E-
LF.E.
= LOWEST ;LOOR ELEVATION
L.P.
(M)
LIGHT PILE
= MEASURID
I hereby certify: That this "Boundary Survey" and the Surve y Map
(R)
= RECORP
resulting therefrom was performed under my direction and is true
OUL
= OVERHEtO UTILITY LINE
and correct to the best of my knowledge and belief and further, that
P.I.
- POINT a7 INTERSECTION
said "Boundary Survey' meets the intent of the applicable provisions
//—
= WOOD N
of the "Minimum Technical Standards for Land Surveying in the State
yl g ur 'n
—x—
=CHAIN N
LK FENCE
= C.B.S. VALL
of Florida ", pursuant to Rule 611317 -6 of the Florida Administrative
B/C
= BLOCK , .'ORNER
Code and its implementing law, Chapter 472.027 of the Florida
R
= RADIUS
Statutes.
Rao.
- RADIAL
RES.
- RESIDEN,:E
009;A.,o Florida corporation
R/W
= RIGHT 0•- WAY
SEC.
= SECTION
Florida Certificate of Authorization Number LB7097
S.I.P.
- SET IROA PIPE
STY
= STORY
SWK
= SIDEWALK
BY ---------------------------
UE.
UTILITY EASEMENT
rQ a
=
= UTILITY POLE
V
= nRE HY')RANT
Registered Surveyor and Mapper LS6006
= METAL LGHT POLE
State of Florida
= LIGHT POLE
®
- WATER METER
NO IM Not valid without the signature and original raised seal of
a Florida Licensed Surveyor and Mapper. Additions or deletions to
®
-CABLE IV Box
Survey Maps by other than the signing party are prohibited without
the written consent of the signing party.
m
JUL
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L_LJ �D
LJ-J O
REVISIONS
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
Job No.:
04383
Drawn:
FP
Checked:
AH
Scale:
1" = 20'
Field Book:36 -28
1
/1