HomeMy WebLinkAboutSurvey Plot PlansFLOOD ZONE AE
POC
NORTHW
ORNER
EST 734 —PO
Ci
CREEKSIDE PLAT NO. 3
MIN.
FRONT
CNR
TECH
SET 5/8"
LB 4286
-2'12'51 "
L=13.33'
5/8- IR/C
4286 (TYP)
WMT-3
FLOOD ZONE X
PROPOSED
j03
A ()4 '? 6o PROPOSED
V4038
ACANT i� MODEL _18.60
d F'F'EF.F.E•=18.00
N $9 GARAGE
R=475.00'
4r2'12'51" L=18.36'
55'10'48"E�
18.36'
SET 5/8"
LB 4286
PROPOSED
AC PAD
PROPOSED
4
SET 5/8" IR/C
LB 4286 (TYP)
l- SANITARY
PRpPOSEO SERVICE
..CONORE� _
� : ORI�WAY
_ 10.0 UE
i
ODD ZONE AE-
vOrz
Aj
SET 5/8" IR/C
-LB 4286 (TYP) —
1
2' CONC
WATER__,,,� LB 4280 (TYP) 'IQ 31_8a'
SERVICE _ �s IVE 44.p6 11 9
ro; _ 1251' OMAC 'DR_0-2,cE�BB) 75'
.0 6-2' PQP pNg404'2
p=13'1821 01i L=19.32 RIV �0 R/N
L=116.12' ��. 50.
�R=500.00' BENCHMARK
6=15-31'15" SANITARY MANHOLE
SS-32
RIM EL=16.26'
N.A.V.D. 1988
LEGAL DESCRIPTION
Being all of Lot 103, 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 76'44'34" East, a distance of 1,347.42 feet to the POINT OF BEGINNING of the
following described parcel;
Thence South 23'42'47" East, a. distance of 130.00 feet to the intersection with a non
tangent curve concave to the Northwest, having a radius of 475.00 feet, the chord of which
bears North 65'10'48" East, 18.36 feet; thence Northeasterly along the arc of said curve, a
distance of 18.36 feet through a central angle of 02'12'51"; thence North 64'04'22" East, a
distance of 44.06 feet; thence North 25'55'38" West, a distance of 130.00 feet; thence
South 64'04'22" West, a distance of 44.05 feet to a point of curve to the right having a
radius of 345.00 feet and a central angle of 02'12'51"; thence Southwesterly
distance of 13.33 feet to the -POINT OF BEGINNING.
GRAPHIC SCALE
20 a 10 Y0
( DT n= )
11n"h - 20 N.
lif
Containing 0.179 acres, more or less. a rj L
PROPERTY ADDRESS MAR 4 - P020 !.
9224 POTOMAC DRIVE, FORT PIERCE, FLORIDA
GENERAL NOTES
1. The last date of field work was 06-14-19 BY.
2. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibits wl o ritten 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. N
additional search of the public records has been preformed. There may be additional map Amendments affecting this property.
B. 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 Potomac Drive which bears North
6,VO4'22' 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 under construction.
LEGEND &a ABBREVIATIONS
BB DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
c DENOTES CHORD BEARING & DISTANCE
rL DENOTES CENTER LINE
D.E. DENOTES DRAINAGE EASEMENT
F.F.E. DENOTES FINISH FLOOR ELEVATION
FIND DENOTES FOUND
IR/C DENOTES IRON ROD AND CAP
L.B. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
N/D ,DENOTES NAIL AND DISK
r
THOMAS P. KIERNAN IDATE
Professional Surveyor & Mapper
Florida Certificate No. 6199 REVISION: MOVED AC PAD
Boundary, Topographic &
Site Plan Survey -Lot 103
For: D. R. HORTON
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
-11� DENOTES DRAINAGE FLOW
y DENOTES PROPOSED ELEVATION
AREA SUMMARY IN SQUARE FEET
SOD:4,909 t
DRIVEWAY/WALKWAY:585 f
File:15-141.004.103 CULPEPPER &
Date: 11 -18-2019
FB: N/A TERPENING INC
SCALE 1"=20' (G72,1011 SOUTH 25M STREET • FORT PIERCE, FLORIOA N981
DRAWN BY: GLM NE 7724B WIT. FAX 712469-9497.".�."_p��9 mm
FIELD: PK STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORISATION NO. UN
�L�l sus,
4g
POC
NORTHWEST
CORNER
CREEKSIDE
PLAT NO.-3
FLOOD ZONE AE
/3R�324
5/8" IR/C
4286 (TYP)
WMT-3
5/8" IR/C
4286 (TYP)
SET 5/8" IR/CJ -
LB 4286 (TYP) FLOOD
ZONE X
PROPOSED 1
R=345.00'
"
COVERED
LANAI
A=2'12'51
L=13.33'
03 0.00' 0 10.81'
C) 0
b 8.66'
39.67' O
e7
O
O
103
1 0A )�s0
PROPOSED 0
4EB8/
VA OANS -
MODEL
8.00 m
to GARA E F.F-E
M
In
)
AC
AC PAD
PROPOSED
R=475.00'
COVERED
ENTRY
A=2'12'51"
o1 14.06
21.33'
L=18.36'
to.so'
C=N65'10'48"E
18.36'
.. SANITARY
SERVICE
p1ROP RE11
^'CONb,
SET 5/8" IR/C
LB alas (TYP)�
_
�, . pg1Vi=WPY -
10^0 UE
- - - -
,.'
,p422 E 44.0
:
WA
LB
A=13'18'24"
L=116.12'
__VL _ �-R=500.00
A=15"3M"
OOD ZONE AE
ot-
V OA'1
SET 5/8- IR/C
LB 4286 (TYP) -
2' CONC
v -
R/C 1
1-0YP) ,o.31a
5ea�1 'C ADRIVE 22 Ekes) �5
=2' pOTOM 4.0
L=19.32' F 510 oTo R/w N6
R -�
BENCHMARK
SANITARY MANHOLE -
-RIM EL=16.26'
N.A.V.D. 1988
LEGAL DESCRIPTION
Being all of Lot 103, according to the unrecorded plat of CREEKSIDE PLAT NO. 4, St. Lucie GRAPHIC SCALE
County, Florida, more particularly described as follows; 20 a 10 20
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 t 1R car)
recorded in Plat Book 69, Page 30, Public Records of St. Lucie County, Florida; thence i inch - ea JI
South 76'4434" East, a distance of 1,347.42 feet to the POINT OF BEGINNING of the
following described parcel;
Thence South 23'42'47" East, a distance of 130.00 feet to the intersection with a non
tangent curve concave to the Northwest, having a radius of 475.00 feet, the chord of which
bears North 65'10'48" East, 18.36 feet; thence Northeasterly along the arc of said curve, a
distance of 18.36 feet through a central angle of 02'12'51"; thence North 64'04'22" East, a
distance of 44.06 feet; thence North 25'55'38" West, a distance of 130.00 feet; thence
South 64'04'22" West, a distance of 44.06 feet to a point of curve to the right having a
radius of 345.00 feet and a central angle of 02'12'51"; thence Southwesterly along the arc a
distance of 13.33 feet to the POINT OF BEGINNING.
Containing 0.179 acres, more or less. I
PROPERTY ADDRESS
9224 POTOMAC DRIVE, FORT PIERCE, FLORIDA
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, Communil
Panel No. 12111CO170 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate.
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 Potomac Drive which bears North
64'04'22" 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 under construction.
LEGEND & ABBREVIATIONS
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199
BB DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
C DENOTES CHORD BEARING & DISTANCE
rL 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
LB. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
N/D DENOTES NAIL AND DISK
420DATE
REVISION: MOVED AC PAD GLM 2-19-2020
Boundary, Topographic &
Site Plan Survey -Lot 103
For: D. R. HORTON
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
DENOTES DRAINAGE FLOW
DENOTES PROPOSED ELEVATION
AREA SUMMARY IN SQUARE FEET
SOD:4,909 t
DRIVEWAY/WALKWAY:585 t
File:15-141.004.103
CULPEPPER &
Date: 11-18-2019
FB: N/A
TERPENING INC
SCALE 1 "=20'
2980 SOUTH 25N STREET .FORT PIERCE. FLORIDA 34981
kw>
DRAWN BY: GLM
PHONE 772484-3537 . FAx 7724649497. w"w.R<ng.wm
FIELD: PK
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO.4286
LEGAL DESCRIPTION
T4286 "
(TYP)
)
Being all of Lot 103, according to the unrecorded plat of CREEKSIDE PLAT NO. 4, St. Lucie
GRAPHIC SCALE
�^
�l S
FLOOD ZONE AE
SET 5/8" IR/C
WMT-3
County, Florida, more particularly described as follows; 20
0 10 20
.�%6.
LB 4286 (TYP) )
Commence at a point on the Southerly right-of-way of State Road 70 (Okeechobee Road)
POC
4
(a 200.00 foot wide right-of-way) being the Northwest corner of CREEKSIDE PLAT NO. 3, as
( 0r FM
NORTHWEST
�t
73
"W 44. Q6' .53
recorded in Plat Book 69, Page 30, Public Records of St. Lucie County, Florida; thence
L �* - 20 a
CORNER
CREEKSIDE
CREEKSIDE
�� 4j POB
S64'04 22
South 7644'34" East, a distance of 1,347.42 feet to the POINT OF BEGINNING of the
;32
following described parcel;
PLAT NO. 3
,6.
Thence South 23'42'47" East, a distance of 130.00 feet to the intersection with a non
tangent curve concave to the Northwest, having a radius of 475.00 feet, the chard of which
bears North 65'10'48" East, 18.36 feet; thence Northeasterly along the arc of said curve, a
distance of 18.36 feet through a central angle of 02'12'51"; thence North 64'04'22" East, a
N
distance of 44.06 feet; thence North 25'55'38" West, a distance of 130.00 feet; thence
SET 5/8" IR/C
1iI-
South 64'04'22" West, a distance of 44.06 feet to a point of curve to the right having a
LB 4286 (TYP)
FLOOD ZONE X
radius of 345.00 feet and a central angle of 02'12'51"; thence Southwesterly along the arc a
PROPOSED
distance of 13.33 feet to the POINT OF BEGINNING.
R=345.00
COVERED
LANAI
Containing 0.179 acres, more or less.
�2*12;51
PROPERTY ADDRESS
L=13.33'
0.00' 0 10.81'
9224 POTOMAC DRIVE, FORT PIERCE, FLORIDA
_
103
17.E
3:
104 0
FROP�E B/D
M
VAGA
MODE _
E60 g.00 J
U)
10
GA A E F.F
Z
N
N
0'C-
"PROPOSED
AC PAD
PROPOSED
COVERED
R=475.00'
ENTRY � .33'r
10.88
A=2*12'51"
an %14.00'
2133'
L=18.36'
10.90
C=N65'10'48"E
18.36'
SANITARY
PROP SEED SERVICE:
` CONS.
SET 5/8" IR/C
LB 4286 (TYP)�UE
_•pR1f/LWAY - - -
ET 5/$'
WATER LB 42861
SERVICE
N�
p=13'18'24" o
L=116.12' I
p=15'3115'
GENERAL NOTES
1. The last date of field work was 06-14-19
1 p2 2. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of
VAOANt 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. N
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 Potomac Drive which bears North
64'04'22" 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.
SET 5/8" IR/C 11. Elevations shown hereon are based on the North American Vertical Datum (N.A.V.D.) 1988.
LB 4286 (TYP) 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.
LEGEND & ABBREVIATIONS
04'22 E
1
1 2 CONC
COD ZONE AE---�
R/C %1�11
rYP) to
31_88'
t,=2'12!51 2
pOT C ;DgIVE 26E�gB) 75.9 '
OMA
L=19.32 P 6 oTo RAW N6
-RIM EL=16.26'
N.A.V.D. 1988
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199
Be DENOTES BEARING BASE
CBS DENOTES CONCRETE BLOCK STRUCTURE
C DENOTES CHORD BEARING & DISTANCE
q 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 DEN AND DISKDATE
REVISION: MOVED AC PAD GLM 2-19-2020
Boundary, Topographic &
Site Plan Survey -Lot 103
For: D. R. HORTON
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
DENOTES DRAINAGE FLOW
gY DENOTES PROPOSED ELEVATION
AREA SUMMARY IN SQUARE FEET
SOD:4,909 t
DRIVEWAY/WALKWAY:585 t
File:15-141.004.103
CULPEPPER &
1-18-2019
FB: N/A
FB: N
o TERPENING INC
SCALE 1 =20'
2980 SOUTH 259i STREET . FORT PIERCE. FLORIDA U981
DRAWN BY- GLM
PHONE 772466-3537. FAX T72I6 I497 . www.d-en9 �m
FIELD: PK
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286