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1 I SET 5/8'I.
I LB 4286
N18'23'14"W
9.09,
SET 5/8" IR/C
L4286 (TYP)_
66 VA
LB
LEGEND &c ABBREVIATIONS
Be DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
C DENOTES CHORD BEARING & DISTANCE
rL DENOTES CENTER LINE
D.E. DENOTES DRAINAGE EASEMENT
F.F.E DENOTES FINISH FLOOR ELEVATION
FND DENOTES FOUND
IR/C DENOTES IRON ROD AND CAP
LB. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
N/D DENOTES NAIL AND DISK
O.S.T. DENOTES OPEN SPACE TRACT
P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
R DENOTES RADIUS
R/W DENOTES RIGHT OF WAY
U.E. DENOTES UTILITY EASEMENT
W.M.T. DENOTES WATER MANAGEMENT TRACT
A DENOTES INCLUDED ANGLE
DENOTES DRAINAGE FLOW
q55 DENOTES PROPOSED ELEVATION
'1f
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199
A=5-14'45"
L=45.78'
PROPERTY ADDRESS GRAPHIC SCALE
9229 POTOMAC DRIVE, FORT PIERCE, FLORIDA 20 0 10 20
LEGAL DESCRIPTION
1 IoeD " Ea R
Being all of Lot 58, according to the plat of CREEKSIDE PLAT NO. 4, Plat Book
85, Page 5, Public Records of St. Lucie County, Florida, more particularly
described as follows;
�— a6
5 8 IR c N Commence at a point on the Southerly right—of—way of State Road 70
4286 (TYP) IOr 45.76'
r (Okeechobee Road) (0 200.00 foot wide right—of—way) being the Northwest
Io corner of CREEKSIDE PLAT NO. 3, as recorded in Plat Book 69, Page 30, Public
1 4' CONC Wq I Records of St. Lucie County, Florida; thence South 64'50'57" East, a distance
R=.ri JS n of 1,492.95 feet to the POINT OF BEGINNING of the following described parcel;
\� 4'19'04" \ SET 5/8" IR/C
16.00' � �� _ LB 4286 (TYP)
PROPOSED N — — — — — —
.CONCRETE o SANITARY
;DRIVEWAY R OOD ONE X SERVICE
21
E
COVERE
COVERED
ENTRY j
AC PAD
58
PROPOSED
MODEL 4EBB/C
F.F.E.=18.94
GARAGE F.F.E.=18.34
LANAI
o �
0 0
28.67' m m
11.00'
SET 5/8" IR/C
LB 4286 (TYP)
a
m
i.> BENCHMARK
-Pt SANITARY MANHOLE
SS-36
RIM EL=16.41'
N.A.V.D. 1988
N29'11'06"W
ER 17.62'
JIC
S64'04'22"W 71.69'
57
VACANT
signed by Thomas P r---
Kiernan
Date: 2020.06.2410:51:52
-04'00'
DATE
MDN'. S=TBACI' 1IE-Q.
Thence North 29'11'06" West, a distance of 17.62 feet to a point of curve to
the right having a radius of 475.00 feet and a central angle of 10'47'52"-
thence Northwesterly along the arc a distance of 89.52 feet; thence North
18'23'14" West, a distance of 9.09 feet to a point of curve to the right having
a radius of 25.00 feet and a central angle of 92'01'25"; thence Northeasterly
along the arc a distance of 40.15 feet to a point of reverse curve to the left
having a radius of 525.00 feet and a central angle of 04'19'04"; thence
Easterly along the arc, a distance of 39.56 feet; thence South 2555'38" East,
a distance of 132.20 feet; thence South 64'04'22" West, a distance of 71.69
feet to the POINT OF BEGINNING.
Containing 0.220 acres, more or less.
SIDES
AREA SUMMARY IN SQUARE FEET
CNR SIDES SOD:6,711 t
BAR IOC—j DRIVEWAY/WALKWAY:671 t y 1.�-- �'v�✓
GENERAL NOTES Me
C'' E 1. The last date of field work was 06-14-19
T 2. Additions or deletions to survey maps or reports by other than the signing party or
- parties is prohibited without written consent of the signing party or parties.
3. Reproductions of this map are not valid without the original signature and raised seal of
Ld a Florida Licensed Surveyor and Mapper.
00 4. Lands shown hereon were not abstracted by this office for rights —of —way, easements of
n 59 record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information
LOO VACANT should be obtained through appropriate title verification.
uT 5. All above ground fixed improvements, if any, have been located and shown hereon.
N
N 6. Underground foundations and improvements were not located as part of this survey.
7. Flood Note: By graphic plotting only, this property is in Zone X and AE 16.9, according to
the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February
16. 2012. The exact designation can only be determined by an elevation certificate. No
additional search of the public records has been preformed. There may be additional map
Amendments affecting this property.
8. The Flood Zone lines shown hereon have been established by the Published FEMA Panel
and the use of existing field elevation data.
9. The bearings shown hereon are based on Plat information and are referenced to the
center line of Trinity Circle which bears North 29'11'06" West and all bearings are relative
thereto.
SET 5/8' IR/C 10. No easements are shown hereon other than those depicted on the plat. No search of
LB 4286 (TYP) the public records has been performed to find additional easements that may exist.
^^•.� 11. Elevations shown hereon are based on the North American Vertical Datum (N.A.V.D.) 1988.
12. The building setbacks shown hereon, although based on the best available information, are
not certified to and must be verified prior to design or construction.
13. All improvements relating to this plat are either proposed or under construction.
REVISION: CHANGED ADDRESS GLM 3-13-2020