HomeMy WebLinkAboutSurvey Plot PlansLEGAL DESCRIPTION
Being all of Lot 104, according to the unrecorded plat of CREEKSIDE PLAT NO. 4, St. Lucie
WMT-3 County, Florida, more particularly described as follows;
R=345.00'
A=10'17'05" 6 Commence at a point On the Southerly right-of-way of State Road 70 (Okeechobee Road)
=61.93 (a.200.00 foot wide right-of-way) being the Northwest comer of CREEKSIDE PLAT NO. 3, as
�� recorded in Plat Book 69, Page 30, Public Records of St. Lucie County, Florida; thence
=N71 5 South 70'28'07" East, a distance of 1,361.31 feet to the POINT OF BEGINNING of the
61.85' SET 5/8' IR/C following described parcel;
LB 4286 (TYP)
SET 5/8-
LB 4286
LANAI
O
O
O
10.0L
M
p
105
16.70'
27.8 a6
VACANT
39.67'
'I6
104
to
(V
PROPOSED
POC
M
oo MODEL 4EHB/H
NORTHWEST
Z
F.F.E.=18.91
CORNER
GARAGE F.F.E.=18.31
CREEKSIDE
PLAT NO. 3
PRnPnCFn
PROPOSED
`s, SANITARY
SERVICE
1 --- - - - - - - - -
i
SST 5/8'
LB 4286
CONC
CURB
26137 vv {
BENCHMARK
SANITARY
MANHOLE
SS-37
i RIM EL=17.18'
! N.A.V.D. 198
GRAPHIC SCALE
20 0 10 20
( Dr Fast )
1 I=h - 20 R
Thence North 13'25'41" West• a distance of 130.00 feet to the intersection with a non
tangent curve concave to the North, having a radius of 345.00 feet, the chord of which
MIN. SETB K REQ, bears North 71'25'46" East, 61.85 feet; thence Northeasterly along the arc of said curve, a
FRONT distance of 61.93 feet through a central angle of 10'17'05"; thence South 23'42'47" East, a
distance of 130.00 feet to the intersection with a non tangent curve concave to, the North,
SIDES having a radius of 475.00 feet, the chord of which bears South 71'25'46" West, 85.15 feet; - ,
CND SIDES thence Westerly along the arc of said curve, a distance of 85.26 feet through a central
REAR angle of 10'17'05" to the POINT OF BEGINNING.
ZNG. MAR 4 -
TECH. p Containing 0.220 acres, more or less. 2
PROPERTY ADDRESS
9224 POTOMAC DRIVE, FORT PIERCE, FLORIDA BY U
GENERAL NOTES
103 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
VACANT 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. hood 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. fie Flood Zone lines shown hereon have been established by the Published FEMA Panel and the use of existing field elevation data.
0 18.00' 00
WATER
19.33' � SERVICE
l o
PROPOSED; - - - -
�CONCRETE - _475.00' - -
'DRIVEWAY _ - SET 5/8'IR/C
A=10'17'95- - LB azas (TYP)
n L=85.26 $
61
S6.00' C=S71'25'4611W
8 A
Lint
I
olR_50�
y O
R=500.00' l
L=89.75 C=N65'1646
�s C N71-25'46"E 19.31
POTOMAC \9' DRIVE 89.6
00 00'
PRIVATE ROAD A_15.3P15"
50.00' R/W L=135_45' -
9. '(he bearings shown hereon are based on Plat information and are referenced to the West line of Lot 104 which bears North 13'25'41"
West 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 &c ABBREVIATIONS
BB
DENOTES BEARING BASE
O.S.T. DENOTES OPEN SPACE TRACT `%
CBS
DENOTES CONCRETE BLOCK STRUCTURE
P.S.M.. DENOTES PROFESSIONAL SURVEYOR & MAPPER
C
rt
DENOTES CHORD BEARING & DISTANCE
DENOTES CENTER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
•
ONE
R DENOTES RADIUS
D.E.
F.F.E.
DENOTES DRAINAGE EASEMENT
DENOTES FINISH FLOOR ELEVATION
R/W DENOTES RIGHT OF WAY
.,
DENOTES FOUND
U.E. DENOTES UROTY EASEMENT
.
'
IR/FND
DENOTES IRON ROD AND CAP
W.M.T. DENOTES WATER MANAGEMENT TRACT
A DENOTES INCLUDED ANGLE '
'
L.B.LB.
DENOTES BUSINESS
DENOTES DRAINAGE FLOW
-N� -
L
N/D
DENOTES ARC LENGTH
ARC LED
DENO NAIL AND DISK
� DENOTES PROPOSED ELEVATION
FILE
COPY
THOMAS P. KIERNAN
T
AREA SUMMARY IN SQUARE FEET
Professional Surveyor & Mapper
SOD:7,341 t
Florida Certificate No. 6199
DRIVEWAY/WALKWAY:648 t
REVISION: MOVED AC PAD GLM 2-19-2020
R=345.00' WMT-3
A=10'17'05"
61.85'
104
n
PROPOSED
POC
N
M
� MODEL 4EHB/H
NORTHWEST
Z
F.F.E.=1 B.91
CORNER
GARAGE F.F.E.=18.31
CREEKSIDE
PLAT NO. 3
PROPOSED
PROPOSED
COVERED
AC PAD
ENTRY-0
0 18.00
20.34'
' 21;87'- 19.3
SANITARY
s et SERVICE
' PROROSECV
"rONCRETE-
---U------
_ Y
SIET 5/8" IR/C iN
LB 4286 (TYP) IN 2' CONC
RR 5b00.00' Io CURB
L=26.37'
C=N78'04'58"E
2613.7 I
BENCHMARK
1�1-SANITARY MANHOLE
SS-37
RIM EL=17.18'
N.A.V.D. 198 —
LEGAL DESCRIPTION
Being all of Lot 104, 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
s
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 comer of CREEKSIDE PLAT NO. 3, as ( IN ILL
recorded in Plat Book 69, Page 30, Public Records of St. Lucie County, Florida; thence 1 Ian a 20 m
South 70'28'07" East, a distance of 1,361.31 feet to the POINT OF BEGINNING of the
SET 5/8" IR/C
following described parcel;
LB 4286 (TYP)
Thence North 13'25'41" West, a distance of 130.00 feet to the intersection with a non
tangent curve concave to the North, having a radius of 345.00 feet, the chord of which
.bears North 71'25'46" East, 61.85 feet; thence Northeasterly along the arc of said curve, a
distance of 61.93 feet through a central angle of 10'17'05"; thence South 23'42'47" East, a
distance of 130.00 feet to the intersection with a non tangent curve concave to the North,
having a radius of 475.00 feet, the chord of which bears South 71'25'46" West, 85.15 feet;
thence Westerly along the arc of said curve, a distance of 85.26 feet through a central
angle of 1017'05" to the POINT OF BEGINNING.
.n
r
oContaining
0.220 acres, more or less.
,J
PROPERTY ADDRESS
9224 POTOMAC DRIVE, FORT PIERCE, FLORIDA
XO
GENERAL NOTES
M
3
1. The last date of field work was 06-14-19
N}
2. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of
1670 VACANT
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
W
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.
B. Underground foundations and improvements were not located as part of this survey.
iN
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
Ur)
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.
additional
8. The Flood Zone lines shown hereon have been established by the Published FEMA Panel and the use of existing field elevation data.
N
N
O
URLV Lan
Q=1077'�5—.
16.00.' L=85.26'
C=S71'25'46"W
8
WATER
+ SERVICE
_ — SET 5/8' IR/C
,LB 4286 (TYP)
R=500.00'
R=500.0�'
L_59.75' C=N65'ty
�s C N71'25'46" E 1
P0T0MAG 9' DRIVE asses —
500.00'
PRIVATE ROAD A=15'31'15"
50.00' R/W L=135.45' —
9. The bearings shown hereon are based on Plat information and are referenced to the West line of Lot 104 which bears North 13'25'41"
West 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 8c ABBREVIATIONS
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
LB. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
N/D DEN TES NAIL AND DISK
DATE
O.S.T. DENOTES OPEN SPACE TRACT
P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.S.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:7,341 t
DRIVE WAY/WALK WAY: 648 :
REVISION: MOVED AC PAD GLM 2-19-2020
SET 5/8"
LB 4286
105
VACANT
POC
NORTHWEST
///'''CORNER
CREEKSIDE
/ PLAT N0. 3
4
10
, SANITARY
73s'30)�SERVICE�
17.
S T 5/8- IR/C
LB 4286 (TYP)
C=N78-�04'58"E
a;
R=345.00'
A=10'17'05"
61.85'
PROPOSED
LANAI
WMT-3
It 1 104
PROPOSED
MODE
L 4EHB/ H
Z F.F
.E.-18.91
NI 1col
GARAGE F.F.E. =18.31
CONC
CURB
26;3T _
BENCHMARK
:SANITARY MANHOLE
SS-37
RIM EL=17.18'
N.A.V.D, 198
LEGAL DESCRIPTION
Being all of Lot 104, according to the unrecorded plat of CREEKSIDE PLAT NO. 4, St. Lucie GRAPHIC SCALE
County, Florida, more particularly described as follows; 20 0 10 20
e
16�
Commence at a point 0n 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 ( a1 n" )
recorded in Plat Book 69, Page 30, Public Records of St. Lucie County, Florida; thence t Hmh = 20 n
South 70*28*07" East, a distance of 1,361.31 feet to the POINT OF BEGINNING of the
SET 5/8" IR/C
following described parcel;
LB 4286 (TYP)
Thence North 13'25'41" West, a distance of 130.00 feet to the intersection with a non
tangent curve concave to the North', having a radius of 345.00 feet, the chord of which
bears North 71'25'46" East, 61.85 feet; thence Northeasterly along the arc of said curve, a
distance of 61.93 feet through a central angle of 10'17'05"; thence South 23'42'47" East, a
distance of 130.00 feet to the intersection with a non tangent curve concave to the North,
having a radius of 475.00 feet, the chord of which bears South 71'25'46" West, 85.15 feet;
thence Westerly along the arc of said curve, a distance of 85.26 feet through a central
angle of 10'17'05" to the POINT OF BEGINNING.
.m
r
oContaining
0.220 acres, more or less.
N
PROPERTY ADDRESS
9224 POTOMAC DRIVE, FORT PIERCE, FLORIDA
% O
GENERAL NOTES
M 103
1. The last date of field work was 06-14-19
t N,b
2, Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of
1670 VACANT
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.
LO
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.
rd•
5. All above ground fixed improvements, if any, have been located and shown hereon.
N
6. Underground foundations and improvements were not located as part of this survey.
'tMV
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
Hn
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.
PROPOSED
COVERED
19.99,
_
ENTRY-,
18.00' o
19.33
WATER
SERVICE
N
ROPOSED
PROPOSED
C
—
'00NCRETE
-—p
475.00 '
_
"DRIVEWAY
10 1
8/_8" I_R/C
T-
`.T8.00;
—
L'
�—�E
4286 (TYP)
: • C=S71'25'46"W
6,
.. --
aR 1r'
J
R=500.00'
R_500.00,
L�975 i C=N65'10,
E
�s C=N71.25'46"E 19.32
P010MAC�9' DRIVE 5R OO.—,9H-
00
PRIVATE ROAD A_15'3155"
50.00' R/W L=135_45'
9. The bearings shown hereon are based on Plat information and are referenced to the West line of Lot 104 which bears North 13'25'41"
West 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 & A1313REVIATIONS
CBS
C
q
D.E.
F.F.E.
FND
DENOTES BEARING BASE
DENOTES CONCRETE BLOCK STRUCTURE
DENOTES CHORD BEARING & DISTANCE
DENOTES CENTER LINE
DENOTES DRAINAGE EASEMENT
DENOTES FINISH FLOOR ELEVATION
DENOTES FOUND
IN ROD AND CAP
'ENSED BUSINESS
C LENGTH
L AND DISK
THOMAS P. KIERNAN DATE
Professional Surveyor & Mapper
Florida Certificate No. 6199
O.S.T. DENOTES OPEN SPACE TRACT
P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.LS. 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
y DENOTES PROPOSED ELEVATION
AREA SUMMARY IN SQUARE FEET
SOD:7,341 t
DRIVEWAY/WALKWAY:648 d
REVISION: MOVED AC PAD GLM 2-19-2020