HomeMy WebLinkAboutformboard20090275LEGAL DESCRIPTION
LOT 3 OF OAKBRIDGE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
57, PAGES 5 AND 6, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ABBREVIATIONS
(C) CALCULATED
(M)
MEASURED
(P)
PLAT DATA
GONG.
CONCRETE
d
DELTA ANGLE
FFE
FINISHED FLOOR ELEVATION
DRC
IRON ROD & CAP
L
ARC LENGTH
LB
LICENSED BUSINESS
N/D
NAIL AND DISK
SYMBOLOGY
IL
CENTERLINE
E
TELECOM UTILITY
Q
ELECTRIC BOX
X
VALVE
®
WATER METER
Q
CONCRETE
c7a�)
WOOD POWER POLE
P.O.B.
ASPHALT
-�—
8' PVC FENCE
POINT OF COMMENCEMENT
MAILBOX
1D
BENCHMARK
®
WELL
—
GUY ANCHOR
-v-
SIGN
NOTES
1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN
CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACED HEREON.
3. NO ABSTRACT WAS MADE BY THE SURVEYOR TO VERIFY ACTUAL LEGAL OWNERSHIP,
RIGHTS-OF-WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN
THOSE FURNISHED BY CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON 119 BASED
ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 2854, PAGE 22, ST. LUCIE COUNTY,
FLORIDA.
4. SUBJECT PROPERTY CONTAINS 1.00 ACRES, MORE OR LESS (43,557.94 SQUARE FEET).
5. THE LAST DATE OF FIELD WORK WAS APRIL 11, 2018.
6. REVISIONS SHOWN HEREON DO NOT REPRESENT A 'FIELD SURVEY UPDATE" UNLESS OTHERWISE
NOTED.
7. THE SOUTH LINE OF THE SUBJECT PARCEL IS ASSUMED TO BEAR N89`36'36"W; ALL OTHER
BEARINGS SHOWN ARE RELATIVE THERETO.
8. UNDERGROUND UTHXIIES, UTILITY SERVICES, FOUNDATIONS & IMPROVEMENTS WERE NOT LOCATED
AS PART OF THIS SURVEY.
9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED
TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR
LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER
THE SCALED POSITIONS.
10. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION 'X', AS
SHOWN, BASED ON FLOOD INSURANCE RATE MAP No. 12111CO070 J DATED FEBRUARY 16, 2012.
11. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD88). PRIMARY BENCHMARK IS ST. LUCIE COUNTY BENCHMARK "CAT", ELEV. = 17.98
THIS BOUNDARY & TOPOGRPAHIC SURVEY AND MAP REPRESENTS AN ACTUAL ON THE GROUND
SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH
THE STANDARDS OF PRACTICE ASIN 0WTER 472, FLORIDA STATUTES, AND IN CHAPTER
5J-17 OF THE FLORIDA ADMINISTRAT.Lk¢b 09?
Ey ai�,
14e 1 .cif O
CERTIFIED TO:
FRANK & DORIS TRAVASSOS
*I W '' k° J.M. REED CONSTRUCTION, INC.
�tu; �4�
ti
. �Q +c sxcnca k
P. CHAD MAXWELL. FLORIDA REGiSTRA'TIOd$ #7070 F SIGNATURE DATE
PROFESSIONAL SURVEYOR AND MAPPER,,
CURVE L
N
NAVD
NORTH AMERICAN VERTICAL DATUM
C1 22.16'
NR
NON RADIAL
rn,
ORB
OFFICIAL RECORDS BOOK
PCP
PERMANENT CONTROL POINT
P.O.B.
POINT OF BEGINNING
SURVEY
P.O.C.
POINT OF COMMENCEMENT
IRON ROD -_------_
PG
PAGE w
F
PU&D
PUBLIC UTILITY & DRAINAGE
4/06/20
R
RADIUS
2/11/20
R/W
RIGHT OF WAY
z
WV
WATER VALVE
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\O
16
0' s
744°4�
s
VICINITY MAP
NOTES
1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN
CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACED HEREON.
3. NO ABSTRACT WAS MADE BY THE SURVEYOR TO VERIFY ACTUAL LEGAL OWNERSHIP,
RIGHTS-OF-WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN
THOSE FURNISHED BY CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON 119 BASED
ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 2854, PAGE 22, ST. LUCIE COUNTY,
FLORIDA.
4. SUBJECT PROPERTY CONTAINS 1.00 ACRES, MORE OR LESS (43,557.94 SQUARE FEET).
5. THE LAST DATE OF FIELD WORK WAS APRIL 11, 2018.
6. REVISIONS SHOWN HEREON DO NOT REPRESENT A 'FIELD SURVEY UPDATE" UNLESS OTHERWISE
NOTED.
7. THE SOUTH LINE OF THE SUBJECT PARCEL IS ASSUMED TO BEAR N89`36'36"W; ALL OTHER
BEARINGS SHOWN ARE RELATIVE THERETO.
8. UNDERGROUND UTHXIIES, UTILITY SERVICES, FOUNDATIONS & IMPROVEMENTS WERE NOT LOCATED
AS PART OF THIS SURVEY.
9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED
TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR
LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER
THE SCALED POSITIONS.
10. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION 'X', AS
SHOWN, BASED ON FLOOD INSURANCE RATE MAP No. 12111CO070 J DATED FEBRUARY 16, 2012.
11. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD88). PRIMARY BENCHMARK IS ST. LUCIE COUNTY BENCHMARK "CAT", ELEV. = 17.98
THIS BOUNDARY & TOPOGRPAHIC SURVEY AND MAP REPRESENTS AN ACTUAL ON THE GROUND
SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH
THE STANDARDS OF PRACTICE ASIN 0WTER 472, FLORIDA STATUTES, AND IN CHAPTER
5J-17 OF THE FLORIDA ADMINISTRAT.Lk¢b 09?
Ey ai�,
14e 1 .cif O
CERTIFIED TO:
FRANK & DORIS TRAVASSOS
*I W '' k° J.M. REED CONSTRUCTION, INC.
�tu; �4�
ti
. �Q +c sxcnca k
P. CHAD MAXWELL. FLORIDA REGiSTRA'TIOd$ #7070 F SIGNATURE DATE
PROFESSIONAL SURVEYOR AND MAPPER,,
i
i
/ o
Q
/ W 5.0'
/
CURVE L
R 4
PROPOSED
z
/
C1 22.16'
25.00' 50"46'49"
C.
BUILDING
rn,
C2 103.21'
62.00' 95"22'37"
PHASE II
FORMBOARD
'd�
SURVEY
FOUND„
AREA
IRON ROD -_------_
PHASE II FORMBOARD
30'
1
cn C
'�
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Q
/ W 5.0'
/
I PROPOSED I
o I SEPTIC &
�9'
PROPOSED
z
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a Q
v *:
�
OAKBRIDGE SUBDIVISION `
C.
BUILDING
rn,
(PB. 57, PG. 5)
2+ TOP OF
FORMBOARDS
+
+,�
I w
'd�
(PHASE II)
I � toca
CAI
PHASE II FORMBOARD
30'
1
cn C
'�
4/06/20
SHUT HOUSE EAST, SOUTH
2/11/20
UPDATE FRONT PATIO
o
z
ADD PHASE II EASEMENTS
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16
0' s
744°4�
FOUND"
IRC
LB 4644
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°J
0 40
LINE BEARING DISTANCE Scale in feet
-- 1 Inch = 40 Feet
Li N44"11'54"W 60.11'
(P) N44012'13"W 60.11'
FOUND %"
IRON ROD
S89"36'55"E (P) o BENT SOUTH
136'36"E 284.47' 4ti
`D 0 0
ti0 +~�'a20' DRAINAGE EASEMENT
CQ
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I PROPOSED I
o I SEPTIC &
�9'
I DRAIN FIELD I b
LOT 5rsX
1 750 fta I
OAKBRIDGE SUBDIVISION `
+
(PB. 57, PG. 5)
t �
4�'
/j.
9 +cbg
r' +ti
C2 y �o
FOUND" IRC
O
LB 4644
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L=49.14'
R=62.00'
A=45"24'42"
P
_ _..
L=52.14' �r r qr
R=62.00fi
A=48'11'07"
(p)
", r"
kCl
PROPOSED --
SINGLE-STORY
RESIDENCE Cb
TOP OF FORMBOARDS ~
ELEV. = 23.3' 4.7'
+
LOT 3
FOUND %" IRC
LB 4644 a
1--OXE ti
10' UTIIITY EASEMENT
z
2
" IRC+� 0, N89" 6 6 1P 131
tie N89"36'55"W (P)
LOT 6
OAKBRIDGE SUBDIVISION
(PB. 57, PG. 5)
i
i
FOUND %" IRC
LB 4644
L. ....... _._ . _._ ..--- ,--- . ... ._._.....
FOUND N/D
PSM 3916
1� PCP
a,la
C) 0
Z o
Lo
LO Q
N o
Q > E
CL ;n
- (0
0
m m
W m m
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3
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B
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T
,
LOT 5rsX
OAKBRIDGE SUBDIVISION `
(PB. 57, PG. 5)
L=100.21'
R=62.00'
A =92'36' 12„
11/1/20
PHASE II FORMBOARD
(P)
4/15/20
FORMBOARD
4/06/20
SHUT HOUSE EAST, SOUTH
2/11/20
UPDATE FRONT PATIO
1/16/20
ADD PHASE II EASEMENTS
12/9/19
MOVE SEPTIC SYSTEM & DRAINFIELD
kCl
PROPOSED --
SINGLE-STORY
RESIDENCE Cb
TOP OF FORMBOARDS ~
ELEV. = 23.3' 4.7'
+
LOT 3
FOUND %" IRC
LB 4644 a
1--OXE ti
10' UTIIITY EASEMENT
z
2
" IRC+� 0, N89" 6 6 1P 131
tie N89"36'55"W (P)
LOT 6
OAKBRIDGE SUBDIVISION
(PB. 57, PG. 5)
i
i
FOUND %" IRC
LB 4644
L. ....... _._ . _._ ..--- ,--- . ... ._._.....
FOUND N/D
PSM 3916
1� PCP
a,la
C) 0
Z o
Lo
LO Q
N o
Q > E
CL ;n
- (0
0
m m
W m m
� � m
C'3 ca
J 0 ro
c c°
W r o
m
N �
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3
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