HomeMy WebLinkAboutSurveyLEGEND 8c, ABBREVIATIONS
BB DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
CD DENOTES CHORD DISTANCE
B DENOTES CHORD BEARING
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.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
DENOTES PROPOSED ELEVATION `
FEB 0 4 2020
ST. Lucie County
AREA SUMMARY IN SQUARE FEET
SOD:6,068 t
DRIVEWAY/WALKWAY:646 t
PROPERTY ADDRESS
3226 TRINITY CIRCLE, FORT PIERCE, FLORIDA
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199
11
`mil J 1
DATE
LEGAL DESCRIPTION
GRAPHIC SCALE
20 a 10 20
(DF FEW
)
1 Inch - YO R
Being all of Lot 53, according 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
corner of CREEKSIDE PLAT NO. 3, as recorded in Plat Book 69, Page 30, Public
Records of St. Lucie County, Florida; thence South 60'20'03" East, a distance
of 1,682.55 feet to the POINT OF BEGINNING of the following described parcel;
Thence North 62'36'00" East, a distance of 130.00 feet to the intersection with
a non tangent curve concave to the West, having a radius of 355.00 feet, the
chord of which bears South 21'05'56" East, 77.93 feet; thence Southerly along
the arc of said curve, a distance of 78.08 feet through a central angle of
12'36'08"; thence South 75'12'09" West, a distance of 130.00 feet to the
intersection with a non tangent curve concave to the West, having a radius of
225.00 feet, the chord of which bears North 21'05'56" West, 49.39 feet; thence
Northwesterly along the arc of said curve, a distance of 49.49 feet through a
central angle of 12'36'08" to the POINT OF BEGINNING.
Containing 0.190 acres, more or less.
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.
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
South property line of Lot 53 which bears North 75'12'09" East 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 undA s ct8r 0PV
Boundary, Topographic &
Site Plan Survey -Lot 53
For. D. R. HORTON
'
Date 51 1418_2 ;0053
FB: N/A
SCALE 1"=20'
DRAWN BY: GLM
FIELD: PK
CULPEPPER &
Oir
TERPENING INC
2980 SOUTH 25th STREET •FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 e FAX772-464-9497 . www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO.4286