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P C \
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CO E
_ CRE SIDE
PLAT 0. \3 \
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JO
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LEGEND & ABBREVIATIONS
Be DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
CD DENOTES CHORD DISTANCE
DENOTES CHORD BEARING
DENOTES CENTER LINE
O.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
-'Vy DENOTES DRAINAGE FLOW
55 DENOTES PROPOSED ELEVATION
16'_y2
GRAPHIC SCALE
56
SET 5/8" IR/C
20 0 10 20
VACANT
LB 4286 (TYP)
'
FLOOD ZONE
LEGAL DESCRIPTION L mt on - xo 1m
AE
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Being all of Lot 55, to the PLAT NO.
,��0��
according unrecorded plat of CREEKSIDE
LQ.
4, St. Lucie County, Florida, more particularly described as follows;
PROPOSED k�
SET 5/8" IR/C AC PAD _''., N6 pD=
�s
Commence at a point on the Southerly right-of-way of State Road 70
LB 4286 (TYP) '' -'
F
(Okeechobee Road) (a 200.00 foot wide right-of-way) being the Northwest
�y
comer of CREEKSIDE PLAT NO. 3, as recorded in Plat Book 69, Page 30, Public
WATER QcS�
SERVICE,-'
vP
Records of St. Lucie County, Florida; thence South 62'22'39" East, a distance
F�00,
Aj
of 1,589.97 feet to the POINT OF BEGINNING of the following described parcel;
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Thence North 60'48'54" East, a distance of 130.00 feet; thence South 29'11'06"
East, a distance of 55.10 feet; thence South 60'48'54" West, a distance of
55 °� p o
feet; thence North 2911'06" West, a distance of 55.10 feet to the
STRUCTURE 80 °
POINT
POINT OF BEGINNING.
Is 1.18' PROPOSED
OF MODEL 4EAB/C PCOPVERED OSEDg�
Containing 0.164 acres, more or less.
FCLEARLOOD U E
F.F.E.=18.60 LANAI
/
POB \ 0.67' GARAGE F.F.E.=18.00
/J 6" IR�/C
2.00' P
4 ( )
Qos`
COVEREDD
>0 � ENTRY
oo. 2.00'
y
Owe 0 \2a' .67' °' r �p� 8
GENERAL NOTES
a> S6� Aa
1. The last date of field work was 06-14-19
SS C. \
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
S NI 54
a Florida Licensed Surveyor and Mapper.
ICE
J S VICE VACANT
4. Lands shown hereon were not abstracted b this office for rights -of -way. easements of
r 9 Y.
Z \
record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information
should be obtained through appropriate title verification.
J '1r SET 5/8" IR/C
L m p LB 4286 (TYP)
- -
• 55C f1rn k
5. All above ground fixed improvements, if any, have been located and shown hereon.
1 CT
F'!)1I�, Sr.i�Rtrn I?but, 3
6. Underground foundations and improvements were not located as part of this survey.
BEMCHMARK
`-' 'L� o• \ SANITARY MANHOLE
-%�"
7. Flood Note: By graphic plotting only, this property is in Zone X and AE 16.9, according to
• ,'�� O�f�OkT
the Flood Insurance Rate Map, Community Panel No. 12111 C0170 J, effective date February
RIM EL
' •�� ' o' \ \ RIM EL=16.22'
16, 2012. The exact designation can only be determined b an elevation certificate. No
9 Y Y
- A..D. 1988
\
SIDES
additional search of the public records has been preformed. There may be additional map
\
Amendments affecting this property.
C(dR SIRES
1
1
8. The Flood Zane lines shown hereon have been established by the Published FEMA Panel
and the use of existing field elevation data.
REAR
AREA SUMMARY IN SQUARE FEET
Z�:G.
9. The bearings shown hereon are based on Plat information and are referenced to the
SOD:4,387 t
center line of Trinity Circle which bears North 29'11'O6" W fdhdEM h 091b elative
thereto. EGG %o
DRIVEWAY/WALKWAY:682 t
TEC
i
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.
PROPERTY ADDRESS
3218 TRINITY CIRCLE, FORT PIERCE, FLORIDA
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.
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199
(�g
DATE
Boundary, Topographic &
Site Plan Survey -Lot 55
For: D. R. HORTON
CULPEPPER &
Date:5-141.OD4.055
1-18-2019
FBI N
TERPENING INC
SCALE
SCALE 1 Y. G
DRAWN BY: GLM
?BO EOLITH ZSN STREET " FORT PIERCE. FLORIDA 34901
PHONE T]2464-353] . FA%Tr24848497 . w"w.q�rg,com
FIELD: PK
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 42M
\ v
GRAPHIC SCALE
\ 56 SET 5/8- IR/C 20 0 10 20
VACANT LB 4286 (TYP)
FLOOD ZONE 1>�- � m
AE
N-50 00 a
\ \ PROPOSED ^
\ SET 5/8- IR/C AC PAD -
\ LB 4286 (TYP)
\ \ WATER OE SON-'' LS
\ SERVICE-'''' 00 O E\�O'1 a� tSl
O_
LEGAL DESCRIPTION
i\ NS. • \ N yrSTRUCTURE 55 a00 0 . A�' Being all of Lot 55, according to the plat of CREEKSIDE PLAT N0. 4, as
Is 1.18' PROPOSED recorded in Plat Book 85, Page 5, Public Records of St. Lucie County, Florida.
'�1�$ FLOODOF
LINEMODEL 4EAB/C PcovERE�D $��
\- F.F.E.=1 AB LANAI Containing 0.164 acres, more or less.
o� s 0.67' GARAGE F.F.E.=18.00 ET e' IR/c
CP LB 4 6 (TYP)
Q05% 2.00' EXISTING BUILDING a� PROPERTY ADDRESS f60 ta0
\ PG�GR�PI 6I PAD EL=18.85
3216 TRINITY CIRCLE, FORT PIERCE, FLORIDAca PILE COP
PROPOSED 6�
COVERED
ENTRY tja GENERAL NOTES a, 9 1�
22 U oo- I> \ 2 00?60 1. The last date of field work was 06-14-19
\ �� v�.�^///. 06L\2$' .6T ,5tt�� 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.
C'
3. Reproductions of this map are not valid without the original signature and raised seal of
a Florida Licensed Surveyor and Mapper.
\ 6 r•, O_ \ 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
S NITARY 54 should be obtained through appropriate title verification.
S VICE VACANT 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.
\ -'r ' O •r SET 5/8- IR/C 7. Flood Note: By graphic plotting only, this property is in Zone X and AE 16.9. according to
LB 4286 (TYP) the Flood Insurance Rate Map, Community Panel No. 12111C0170 J, effective date February
16, 2012. The exact designation can only be determined b an elevation certificate. No
G \ \ • '9 \ BENCHMARK additional search of the public records has been preformed. There may be additional map
\ •a+ a SANITARY MANHOLE
O� \ SS-35 Amendments affecting this property.
RIM EL=16.22' 8. The Flood Zone lines shown hereon have been established by the Published FEMA Panel
\ \ A. A 1988 and the use of existing field elevation data.
LEGEND & ABBREVIATIONS
BB DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
CD DENOTES CHORD DISTANCE
DENOTTES �7ER 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 Se 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
..a-5_ DENOTES PROPOSED ELEVATION
9. The bearings shown hereon are based on Plat information and are referenced to the
center line of Trinity Circle which bears North 2911'06- West and all bearings are relative
thereto.
AREA SUMMARY IN SQUARE FEET 10. No easements are shown hereon other than those depicted on the plat. No search of
SOD:4,387 t the public records has been performed to find additional easements that may exist.
DRIVEWAY/WALKWAY:682 t _ 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.
I.
;.0,I.s?iiTFR�, H Digitally signed by REVI§ION: ADDED EXISTING BUILDING PAD ELEVATION GLM 7-01-2020
Thomas P Kiernan
_Date:20204'00' Boundary Topographic & lE CULPEPPER &
Roam[•FlIe:15-141.004.055
` :''s•.° 14:24:19 04'00' ' Date:11-18-2019
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199