2023-07-20 V. B. #23-009-TRC, Boundary Survey dtd 5/14/23, Exhibit 24,4
_� �O
O O
X
�O
X X /
\
`
o�
°� SET 5/8" IRC "LB 8360"
X
END FENCE-'
X FD 1/2 IP (NO ID) 1.1' SW'LY
FENCE COR 1' S
SW CORNER LOT 5 20.02'f , 49.00'
N= 1057513.8625
E= 713814.0567
;
X
� co ,Cbi
C
X� /
Q�
/
x
/
2 &
/
X
OZ
h° W
o o
QS Qua
X ° 0-- W
/
V��UO
i:T O vH
Wti �o
0 0
co
<o
L-u W
C �w
it
l x
3�
LuQj
p
r
�i O�-----
~LAi
UFO
Q�
i 44j
x� x����/
CIV/ 4Q
o
x x� ° °�
�
\
x
�/
y / ;
x
h —T—/
-----
----x----
x o� .��
FLOOD ZONE LINE AS OVERLAYED FROM AUTOCAD
FILE PROVIDED BY OKEECHOBEE
COUNTY PLANNING
/
& ZONING DEPARTMENT
c
x�� /
X
x��
X
°
a o) '
--'�------L
/
N89'26'45"W 218.91'(C) 206.9
--------------
N �
/
4v
Q
LOT 10
X /
N= 1057262.1208
� o
x��
/
E= 713739.0591 014.92 i-/ x o
' � 25.89' �
/
158.65'
�o /
SET 5/8" IRON /
FD 5/8" IR (NO ID)
N89'26'45"W 199.46't
189.1'(P)
X ROD & CAP
"LB
8360" /
/
LOT 11
TAYLOR CREEK MANOR
PB3,PG4
/
X
S. R/W LINE STATE ROAD 70
N LINE OF TAYLOR CREEK MANOR ���NE CORNER OF
CDNI
TAYLOR CREEK MANOR
o �I
0 0
0 0
O
NI
I
PC
Io
/ J
/ LOT 5 � o I
/ TAYLOR CREEK MANOR o I I
/ PB 3, PG 4 'b BENCHMARK "A" jD I
x`L> SQUARE CUT IN SIDEWALK
X ELEV. 20.58' (NAVD 88)�O
/ BENCHMARK "D" e! X 1
/ SET MAG NAIL & DISK O c I o 1
LB 8360" IN UTILITY POLE dN rn '
ELEV. 22.50' (NAVD 88) p
FD 5/8" IR (NO D) 230.64'(P) S LINE LOT 5-_,N754743,w v
CUP /
if ANC (2) S89'26'45"E 251.80't `1RA " TEL oHw I oHw oHw I
/ WUP WUP 182.78'-umw oHw oHw /
WUP 7
POINT OF BEGINNING ----co N�54�'43hw 3 ;
SE CORNER LOT 5 WM ® N 00' `` /
/ FD 3/4" IP (NO ID) x
/ N= 1057511.4277
/ E= 714065.8429
.�° /
LOT 6 0 .�
h0
v �
x�
FD 3/4" IP (NO ID) 0.6'S
N89'26'45"W 258.14'(C) 243.58'(P)
BENCHMARK "B" o �
FOUND MAG NAIL &
DISK "KAB LS 4820"�
ELEV. 20.01' (NAVD 88)
1' o
LOT 7 j i
qJ /
o / /
40
FD 3/4" IP (NO ID) h rn
N89'26'45"W 251.89'(C) 237.92'(P) U / ^�
N v �o
�� �° N / <v
X X�CIV�_
Q
LOT 8 v ,�, �/,cv
s Abbreviations
A�
SCALE IN FEET
1 INCH = 100 FEET
INTENDED DISPLAY SCALE
Q) 5o / (C)-CALCULATED
(P) - PLAT
/h o J'`�• / ANC - UTILITY POLE ANCHOR
FD 3/4" IP (NO ID) /�0�/ CL - CENTERLINE
CONC - CONCRETE
0.2'S, 0.4'W� / �� 03 COR-CORNER
5"W 239.04' (C) 226.74' (P)— — — — — — — — — — — — — — — — — � / =Q // CUP - CONCRETE UTILITY POLE
' J= E= - EASTING=
X° o / CUP // ELEV. - ELEVATION
FD-FOUND
IP - IRON PIPE (NO IDENTIFICATION)
Q yaQ� `V � IR - IRON ROD NO CAP
�4'' �// IRC - IRON ROD WITH CAP
/c/o � / LS - LAND SURVEYOR
LOT 9 �o QQ °z�/ N= - NORTHING=
PB - PLAT BOOK
00 , PC - POINT OF CURVATURE OF CURVE
0o h Q`� / PG -PAGE
/ PRC - POINT OF REVERSE CURVATURE
o / / R/W - RIGHT-OF-WAY
FD 3/4" IP (NO ID) X / SET IRC - SET 5/8" IRON ROD WITH CAP
7'(P) 2.3'N, 1. SE LB8360
jry
L=3.00 C
5o
BENCHMARK "C" 1�1�j
SQUARE CUT IN MANHOLE RIM
ELEV. 20.40' (NAVD 88)—\Q1��, O W 15�
o
/
x 1° N= 1057260.1921
E= 713938.5103�
jO
N LINE LOT 11 // ,S`�p?,
NE COR LOT 11
SET 5/8" IRC "LB 8360"
FD BENT 3/4" IP (NO I.D.) 0.8'W �� qD'
co
SFWMD - SOUTH FLORIDA WATER
MANAGEMENT DISTRICT
SR - STATE ROAD
TEL - TELEPHONE BOX
WM - WATER METER
WUP - WOOD UTILITY POLE
0
d oo Q
m
C° z
LL �
cm
6,
O
w
U)
Z)
w
u) U
Z
}
Lu
N
J
H
>
X
Oaf
O❑
00Z
Z
o�
W
O
❑
Q
LOCATION MAP
E
dw
U
ZQ
Cw
SCALE: 1" = 3,500'
w
w
o w
dm
o
m�
Project Data
< o
0
ADDRESS: 116 SE 8TH AVENUE, OKEECHOBEE, FL 34974
�,
0
w
Q
a a
0 o
PARCEL ID: 3-22-37-35-0260-00000-0060
0
o
w a
Q
TOTAL PARCEL AREA 60,478 S.F. (1.4 ACRES)
f
w w o
Z
a
Q }
z
of OZU)
0
2Z<
o w
Uw
FEMA FLOOD INSURANCE RATE MAP INFORMATION:
=
>
= a
ZONE(S): X& AE (ELEVATION 16)
' o
W
o z
MAP NO: 12093C0480C, EFFECTIVE/ REVISED DATE: 07/16/15
Of
w w w
'w
Q
U
Z� O�
a
a. U
w
o
LAST DATE OF FIELD DATA ACQUISITION FOR THIS SURVEY: JULY 23, 2021
00m:
0 > cr o
w
-
w0
X
BOLL
z o
pOfO�O
uwiw
OQ
QwwW
O
w0
Z=Z
Q�
Project Notes
w m J
Q�
�a
2
o W w �
w
� w
o
1. COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
z Q
COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, FLORIDA EAST ZONE
0 0 W o
0
w w
o v)
0
0901, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT.
" Q w
a
o 0
0
2. BEARINGS SHOWN HEREON ARE GRID BEARINGS, NORTH AMERICAN DATUM OF
a a W �
W
o a
0 W
1983, 2011 ADJUSTMENT, FLORIDA EAST ZONE 0901 AND BASED ON GLOBAL
° a Ln a
a
0 o
z 0
POSITIONING SYSTEM (GPS), REAL TIME KINEMATIC OBSERVATIONS UTILIZING THE
w z w <n
ow J
TRIMBLE "VRS NOW" NETWORK OF CONTINUOUSLY OPERATING REFERENCE STATIONS
w
U5
0m °
z
WITH REDUNDANT MEASUREMENTS TO VERIFY ACCURACY.
m o o m
=
w a
w a
3) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER
a g
w❑UJ❑D
m o
a w'"
AREAS OF LOCAL CONCERN.
W
� m Z a�
W O
U)Z
cnLL❑
a O 0
4) THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE INFORMATION REPORT
Oz wow o o
z
o F
a w
PREPARED BY WFG NATIONAL TITLE INSURANCE COMPANY, ORDER NUMBER
p F
J o
4 w u}
0 0
2289423FL-A.
<wowEQ�wa°>0Ww
5) THE SURVEY DEPICTED HEREON IS NOT COVERED BY PROFESSIONAL LIABILITY
o w p u)) z
- >
w w a
= U c~n
INSURANCE.
QowlawommoLnlo�
6) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
Q N w
a_ c;
z v
w Q
SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY.
7) THE DESCRIPTION SHOWN HEREON WAS PREPARED BY THE SIGNING SURVEYOR IN
CONJUNCTION WITH THE PREPARATION OF A PLAT FOR THE SUBJECT PROPERTY.
Legal Description
g p
w w
w
A PARCEL OF LAND IN SECTION 22, TOWNSHIP 37 SOUTH, RANGE 35 EAST,
OKEECHOBEE COUNTY, FLORIDA, BEING ALL OF LOTS 6 THROUGH 10, INCLUSIVE,
TAYLOR CREEK MANOR, PLAT BOOK 3, PAGE 4, PUBLIC RECORDS OF
O
W
Q
OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
x
z
a0
FOLLOWS:
�.�
O
BEGIN AT THE SOUTHEAST CORNER OF LOT 5, AS SHOWN ON SAID PLAT OF
� U
TAYLOR CREEK MANOR, SAID CORNER BEING ON THE WESTERLY LINE OF THE
W
O w
RIGHT-OF-WAY FOR THE UNNAMED STREET, 66 FEET IN WIDTH, AS SHOWN ON
SAID PLAT OF TAYLOR CREEK MANOR, AND AS DEDICATED AND SHOWN ON THE
Q c)
a O
PLAT OF WILCOX SHORES, PLAT BOOK 2, PAGE 89, PUBLIC RECORDS OF
E'
O
w0
OKEECHOBEE COUNTY, FLORIDA, NOW NAMED SOUTHEAST 8TH AVENUE, SAID
Q
x
CORNER BEING A POINT ON A CURVE TO THE RIGHT AND CONCAVE TO THE
U U
NORTHWEST HAVING A RADIUS OF 601.12 FEET, A RADIAL LINE BEARS N75°47'43"W
c w
FROM SAID POINT TO THE RADIUS POINT;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR THE FOLLOWING
Z O
2 COURSES;
Q w
O
(1) THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE
F"
SUBTENDING A CENTRAL ANGLE OF 22°00'13", A DISTANCE OF 230.85 FEET, TO
, D Q
THE POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT AND CONCAVE TO
O
THE SOUTHEAST HAVING A RADIUS OF 738.75 FEET;
f-�+
(2) THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE
SUBTENDING A CENTRAL ANGLE OF 4°05'31 ", A DISTANCE OF 52.76 FEET, TO A
POINT OF NON -TANGENCY, SAID POINT BEING THE NORTHEAST CORNER OF LOT
11, AS SHOWN ON SAID PLAT OF TAYLOR CREEK MANOR;
//
THENCE, DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE, N89°26'45"W,
��
�a
/////
ALONG THE NORTH LINE OF SAID LOT 11, A DISTANCE OF 199.46 FEET, MORE OR
\\\\\\��������U��1N111II1a�/
t
�AGii�
LESS, TO A POINT ON THE EASTERLY EDGE OF TAYLOR CREEK, SAID POINT BEING
_
_ u 611
"¢ o
THE NORTHWEST CORNER OF SAID LOT 11;
= Z s
00
z
THENCE ALONG THE EASTERLY EDGE OF TAYLOR CREEK, MORE OR LESS,
Q ° ' =
FOR THE FOLLOWING 4 COURSES;°
°'�
(1) THENCE N14°28'24"E, A DISTANCE OF 90.83 FEET;
////////1j1111111��������
ocm`
(2) THENCE N17°52'43"E, A DISTANCE OF 36.13 FEET;
J
(3) THENCE N11°26'53"E, A DISTANCE OF 63.57 FEET;
w
(4) THENCE N23°04'28"E, A DISTANCE OF 72.94 FEET, TO THE SOUTHWEST
`n
CORNER OF AFORESAID LOT 5;
THENCE, DEPARTING THE EASTERLY EDGE OF TAYLOR CREEK, S89°26'45"E,
ALONG THE SOUTH LINE OF SAID LOT 5, A DISTANCE OF 251.80 FEET, MORE OR
LESS, TO THE POINT OF BEGINNING.
co
a
0
o
THE ABOVE -DESCRIBED PARCEL CONTAINS 1.39 ACRES, MORE OR LESS.
0
0
C?
pi
N
o
�
0
o)q
O
N
ww 'N
o0 ¢p
0 c
r^ �
.teq.
0
^d 00 U zS
WZn
00
Q� vi d
w
ono ,�Oo w