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SET 5/8" IR/C LB
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FLOOD ZONE'
I " =V FLOOD
I'--�- ZONE "X"
21A S
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r - LOT 2 61
CC
PROPOSED F.F.E.= 18.00
CREEKSIDE PLAT NO. 1
A P.B. 55 PG. 12 m
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FLOOD 00
ZONE "X"
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�I SET 5/8" IR/C !,LB 4
SANITARY SERVICE__ _ - --
FLOOD ZONE o �5•
AE-16.5 RAW
D 4' C. WAS 000N to
PROPOSE N
. WI
f F:0375.00'�
L=�12,o3'O*
L=79.5 -'
j THOMAS P. KIERNAN
Professional Surveyor Mapper
Florida Certificate No. `519'9•
R=530.00'
WMT-1 A=10'02'20"
L=92.86'
FLOOD ZONE
AE-16.5"
FLOOD
` OZONE "X"
SET 5/8" IR/C LB 4286
r
- ' LOT 5
PROPOSED F.F.E.=18.15
CREEKSIDE PLAT NO. 1
_ P.B. 55 PG. 12
•.'� o "- VACANT
00
AREA SUMMARY IN SQUARE FEET
SOD:7104 t
DRIVEWAY/WALKWAY:616 f
34' ao 06 12.33' 21.15,
39.67'
PROPOSED
COVERED
LANAI
LOT 3
PROPOSED MODEL 4EBB/D
Q
F.F.E.=18.00
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0 a_
of
a_ V
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PROPOSED
COVERED
ENTRY
.33 =^
14.14' 21.33' 14.00' 13.74
0 o
_J N PROPOSED C4 N
DRIVEWAY — --
R=400.00' o
16.00' A=8-47'34" Iri
L=61.38' W I
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orn
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LOT 4
LEGAL DESCRIPTION
BEING ALL OF LOT 3, ACCORDING TO CREEKSIDE PLAT NO. 1,
AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
CONTAINS 0.23 ACRES, MORE OR LESS.
PROPERTY ADDRESS
8327 COBBLESTONE DRIVE, FORT PIERCE
LEGEND & ABBREVIATIONS
BM DENOTES BENCHMARK
BB DENOTES BEARING BASE
C.M. DENOTES CONCRETE MONUMENT
CONIC DENOTES CONCRETE
C.B. DENOTES CATCH BASIN
CBS DENOTES CONCRETE BLOCK STRUCTURE
CD DENOTES CHORD DISTANCE
CB DENOTES CHORD BEARING
C/O DENOTES CLEAN OUTS
q. DENOTES CENTER LINE
D.E. DENOTES DRAINAGE EASEMENT
F.F.E. DENOTES FINISH FLOOR ELEVATION
FND DENOTES FOUND
I.Q. DENOTES IRRIGATION QUALITY WATER
IR/C DENOTES IRON ROD AND CAP
L.B. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
L.M.E. DENOTES LAKE MANAGEMENT EASEMENT
(M) DENOTES MEASURED DATA
M.H. DENOTES MANHOLE
N/D DENOTES NAIL AND DISK
(NR) DENOTES NON -RADIAL LINE
O.S.T. DENOTES OPEN SPACE TRACT
GENERAL NOTES
GRAPHIC SCALE
20 0 10 20
( IN FF.F.T )
I inch = , 20 ft.
O.R. DENOTES OFFICIAL RECORDS BOOK _
P.B. DENOTES PLAT BOOK
PG. DENOTES PAGE
P.U.E. DENOTES PRIVATE UTILITY EASEMENT
P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT
P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
P.C.C. DENOTES POINT OF COMPOUND CURVATURE
P.D. DENOTES POINT OF CURVATURE
P.E. DENOTES POINT OF TANGENCY
(P) DENOTES PLAT DATA
P.C.P. DENOTES PERMANENT CONTROL POINT
R DENOTES RADIUS
R/W DENOTES RIGHT OF WAY
SAN. DENOTES SANITARY
U.E. DENOTES UTILITY EASEMENT
W.M.T. DENOTES WATER MANAGEMENT TRACT
MAG/D DENOTES SET MAG NAIL AND DISK
WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT
DENOTES INCLUDED ANGLE
DENOTES DRAINAGE FLOW
f DENOTES PROPOSED ELEVATION
P.R.C. DENOTES POINT OF REVERSE CURVATURE
PROPOSED F.F.E.=18.41
1. The last date of field work was 10-23-17
W CREEKSIDE PLAT N0. 1
P.B. 55 PG. 15
2. Additions or deletions to survey maps or reports by other than the signing party or
N VACANT -
parties is prohibited without written consent of the signing party or parties.
N
3. Reproductions of this map are not valid without the signature and original raised seal of a
Florida Licensed Surveyor and Mapper.
MIN. CK R
4. Lands shown hereon were not abstracted by this office for rights —of —way, easements
jETO
FRONT —SQL
of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
SIDES
information should be obtained through appropriate title verification.
CNR SIDE
5. All above ground fixed improvements, if any, have been located and shown hereon.
WATER SERVICE REAR O
Ar4nAnund foundations and improvements were not located as part of this survey.
ZING.
SET 5/8" IR/C LB 4286 TECH.
7. Flood Note: By graphic plotting only, this property is in Zone X and AE-16.5, according to
the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February
- - �
FLOOD
16, 2012. The exact designation can only be determined by an elevation certificate. No
g �__. - ZONE "X"
additional search of the public records has been preformed. There may be additional map
15 _ _
Amendments affecting this property.
R/W ✓
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
FLOOD ZONE
2, CONC.
West line of. Lot 3 which bears South 49'16'18" East and all bearings
are thereto.
CURB "AE-16.5"
relative
aD 10. No easements are shown hereon other than those depicted on the plat. No search of
COBBLESTONE DRIVE �' the public records has been
a, `S�j o I 6� R=375.00' P performed to find additional easements that may exist.
N I 5,76 y d=20'26'34" TOP 11. Elevations shown hereon are based on the North American Vertical Datum (N.A.V.D.)
R=375.00„�0 WIDTH R W BENCHMARK L=133.80'� nGFWgTER CIRC 1988.
�8'47'34 ASPHALT PAVING TOP SAN. MH SS-16 �� `_.,�E 12. The building setbacks shown hereon, although based on the best available information, are
L=57.55' ELEV•-15.76 1 not certified to and must be verified prior to design or construction.
,;'// z � 6'
DATE
REVISED F.F.E. ND 12/22/17
REVISED ADD ADJACENT F.F.E. ND 02/13/18
Boundary Survey, Site Plan &
Topo Lot 3
For: D. R. HORTON
File: 15-141.100.003
CULPEPPER i rtEF£P K 1► ANC
Date: 10-25-2017
CONSULTING ENGINEERS LAND SURVEYORS
FB: N/A
2980 SOUTH 25ch STREET
SCALE: • 1 "=20'
FORT PIERCE, FLORIDA 34981
DRAWN BY: PV
(,�?
PHONE 772-464-3537 • FAX772-464-9497
FIELD: PK
Y awwxt-etg.com
STATE OF FLORIDA CERTIFICATION No. LB 4286