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\ I 2 FLOOD ZONE \ FHB 2 2019
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\ "AE-16.5" \ LEGAL DESCRIPTION � �y
\ - LOT 10 \
BEING ALL OF LOT 11, ACCORDING TO CREEKSIDE PLAT N0. 1,
\ CREEKSIDE PLAT NO. 1 FLOOD \• AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS
\ P.B. 55 PG. 12 „ OF ST. LUCIE COUNTY, FLORIDA..
OCCUPIED ZONE X
FND. 5/8" IR/C GRAPHIC SCALE
FLOOP� ���® CONTAINS 0.26 ACRES, MORE OR LESS. 20 0 10 20
1 ZOfVE, " LB 4286 (TYP) �� PROPERTY ADDRESS
1�-7. ��� 3142 TIDEWATER CIRCLE, FORT PIERCE
( IN FEET)
S16*5 �, �c,�a� LEGEND &_ABBREVIATIONS t ma, = 20 n
FLOOD ZONE BM DENOTES BENCHMARK
"AE-16.5" I SANITARY BB DENOTES BARING BASE O.R. DENOTES OFFICIAL RECORDS BOOK
I SERVICE 7? C.M. DENOTES CONCRETE MONUMENT P.B.
DENOTES PAGE BOOK
�`L CONC DENOTES CONCRETE PG.
C.B. DENOTES CATCH BASIN P.U.E. DENOTES PRIVATE UTILITY EASEMENT
R=60.00' CBS DENOTES CONCRETE BLOCK STRUCTURE P.D.E. DENOTES PRIVATE DRAINAGE EASEMENTCD DENOTES CHORD DISTANCE P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER
A=13'37'50" CB DENOTES CHORD BARING P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
C/O DENOTES CLAN OUTS P.C.C. DENOTES POINT OF COMPOUND CURVATURE
L=14.27' °=
DENOTES CENTER LINE P.D. DENOTES POINT OF CURVATURE
(} D.E. DENOTES DRAINAGE EASEMENT P.E. DENOTES POINT OF TANGENCY
13 N RY F.F.E. DENOTES FINISH FLOOR ELEVATION (P) DENOTES PLAT DATA
FOUNDFND DENOTES CP NENT CONTROL POINT
'15d'*i �! 3" S NOVA Q. DENOTES IRRIGATIONIGATION QUALITY WATER R DENOTES RADIUS
Sg9'51i__ $ CLEP I T IR/C DENOTES IRON ROD AND CAP R/W DENOTES RIGHT OF WAY
/ 'O' . DENOTES SANITARY
40-ro p � L L.B.
DENOTES ARC LENGTH BUSINESS U EN DENOTES UTILITY EASEMENT
R=25.00' _ L.M.E. DENOTES
0=53'58'05" LAKE MANAGEMENT EASEMENT W.M.T. DENOTES WATER MANAGEMENT TRACT
/ GARAGE M (M) DENOTES MEASURED DATA MAG/D DENOTES SET MAG NAIL AND DISK
ELEV.=17.60' M.H. DENOTES MANHOLE WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT
L=23.55' p COVERED o0 � DENOTES INCLUDED ANGLE
�. � � S� LANAI �. N/D DENOTES NAIL AND DISK
LOT 11 (NR) DENOTES NON RADIAL LINE
DENOTES DRAINAGE FLOW
' ORS . +• N 2 STORY V) O.S.T. DENOTES OPEN SPACE TRACT 6.5 DENOTES PROPOSED ELEVATION
C.B.S. 8.0 2.38' DENOTES POINT OF REVERSE CURVATURE
Y a 33 5� GENERAL NOTES
•,� •. 7 p0 F.F.E.=18.20'
CONC. 1. The last date of field work was 2-7-19.
COVERED P C PAp 7.17' 2. Additions or deletions to survey maps or reports by other than the signing party or
-► PORCH / FIND. 5/8" IR/C parties is prohibited without written consent of the signing party or parties.
LB 4286 (TYP) 3. Reproductions of this ma are not valid without the signature and original raised seal of a Florida
0. Ck �� \ 5.00+ 'a.06,24"W 5 Licensed Surveyor and Mapper.
y N \ S 4. Lands shown hereon were not abstracted by this office for rights—of—way, easements
�0 � �- � 9 of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
\ 325g N o information should be obtained through appropriate title verification.
<,A (51 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.
S 2 , \ WATER SERVICE 7. Flood Note: By graphic plotting only, this property is in Zone X and AE-16.5, according to the
ZO ��, W� \ LOT 1 2 Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February
S69E) \ CREEKSIDE PLAT NO. 1 16, 2012. The exact designation can only be determined by an elevation certificate. No additional
FLOOD P.B. 55 PG. 12 search of the public records has been preformed. There may be additional map Amendments
N' ZONE "X" OCCUPIED affecting this property.
A N0. N. \ 8. The Flood Zone lines shown hereon have been established by the Published FEMA Panel and the
,o— - n N n \ use of existing field elevation data.
tP— 0�- --__-2�s_oD
- - £ _ - 9. The bearings shown hereon are based on Plat information and are referenced to the
------- ---- -- ------_--________— center line of Tidewater Circle which bears South 20'02'10" East and all bearings
--------- -
are relative thereto.
- 1{3=No=ease nts_are=shown hereon other than those depicted on the plat. No search of
NLn t^ c0_ \ the public records as-b nee performed-to ed-additional easements that may exist.
--
p 11. Elevations shown hereon are based on the North American Vertical Datum (N:A.V. -_
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.
F-final A�-Built Surve File' 15-141.100.11 CULPEPPER TERPENfNGF ITfC--
CONSULTING ENGINEERS LAND SURVEYORS
�_ Date: 2/11/19 -
THOMAS P. KIERNAN DATE Lot 11 FI3- N A 29I. SOU'I'I 125ih S'I'Iil l l'
Professional Surveyor Mapper SCALE: 1 =20' 1'PILRCL:,f'I.OItIDA 34981
DRAWN BY: JDJ PI[ONI?772-464-3N• •/ 64�J497—
Florida Certificate No.•6199 For: D. R. HORTON FIELD: PK ww"v.Ct-Cng.Com
STATE OF F7.ORIDA CER711FICA11ON No.LB 4286