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PLAT NO. 3
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LB 86
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LEGEND & ABBREVIATIONS
BB DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
C DENOTES CHORD BEARING do DISTANCE
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
L.B. 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 do MAPPER
P.I.-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
DENOTES PROPOSED ELEVATION
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130.00'
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BENCHMARK
SANITARY MANHOLE
PI�I9
THOMAS P. KIERNAN {)ATE
Professional Surveyor & Mapper
Florida Certificate No. 6199
RIN EL=16.41' I
N.A.V.D. I1988
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GRAPHIC SCALE
PROPERTY ADDRESS 20 0 10 20
3209 TRINITY CIRCLE, FORT PIERCE, FLORIDA
LEGAL DESCRIPTION t IN FM
1 Inch = 20 tL
Being Or -L-QtNg8,;, cccording to the unrecorded plat of CREEKSIDE PLAT NO.
4, St. Lucie=County, Florida, more particularly described as follows;
Commence at a point on the Southerly right-of-way of State Road 70
(Okeechobee Road) (a 200.00 foot wide right-of-way) being the Northwest
comer of CREEKSIDE PLAT NO. 3, as recorded in Plat Book 69, Page 30, Public
Records of St. Lucie County, Florida; thence South 5924'21" East, a distance
of 1,371.88 feet to the POINT OF BEGINNING of the following described parcel;
Thence North 61'40'50" East, a distance of 130.00 feet to the intersection with
a non tangent curve concave to the Northeast, having a radius of 525.00 feet,
the chord of which bears South 28'45'08" East, 7.93 feet; thence Southeasterly
along the arc of said curve, a distance of 7.93 feet through a central angle of
00'51'56"; thence South 29"11'06" East, a distance of 47.17 feet; thence South
60'48'54" West, a distance of 130.00 feet; thence North 29'11'06" West, a
distance of 47.17 feet to a point of curve to the right having a radius of
655.00 feet and a central angle of 00'51'56"; thence Northwesterly along the
arc a distance of 9.89 feet to the POINT OF BEGINNING.
Containing 0.167 acres, more or less.
AREA SUMMARY IN SQUARE FEET'
SOD:4,399 f
DRIVEWAY/WALKWAY:608 f
GENERAL NOTES
1. The last date of field work was 06-14-19
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
a Florida Licensed Surveyor and Mapper.
4. Lands shown hereon were not abstracted by this office for rights -of -way, easements of
record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information
should be -obtained through appropriate title verification.
5. All above ground fixed improvements, if any, have been located and shown hereon.
6. Underground foundations and improvements were not located as part of this survey.
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7. Flood Note: By graphic plotting only, this property is i"Io�ie,:X`<aFldd�AE 1'69rgccording 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.
10. No easements are shown hereon other than those depicted on the plat. No search of
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 u �co2&tru%,V1gn. -_
Boundary, Topographic &
Site Plan Survey -Lot 68
For: D. R. HORTON
Date:1-141.004.068 r CULPEPPER &
Date:11-14-2019
FB: N/A TERPENING INC
SCALE 1 "=2D' 2980 SOUTH 25th STREET • FORT PIERCE. FLORIDA 34981
DRAWN BY: GLM PHONE 772-464-3537 • FAX 772-464-9497 • www.ct- ng.com
FIELD: PK STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286