HomeMy WebLinkAboutSURVEYSDRAINFIELD AREA BOUNDARY AND TOPOGRAPHIC SURVEY
I � �
SEPTIC �_� CONSTRUCTION LAYOUT SURVEY
TANK t I `.
-
SEPTIC
Hw I �- TANK
�N
61c) FOUND 5/8" IRON REBAR o or H
NIr WITH CAP PSM 2791 70g N o N
o.
z
70.0' NOT TO SCALE
9�
W w W
O X 2:0� 77.4
O
LLI w
x
H
H- �
LLJ
Q N Q Q
0�0�
rM r7 d CJ'
LZLJ
wl
0V) � o
Z 3 V)i�n
LLi
-
LL0) jr _ ^ h
0 00
LLJ o N
z l-
JW 774
�..- In
IN L�
30
------
101.0' NOT TO SCALE ^
WELL PIPE O
to
NOT PLATTED In
^ 6
J
I�
LO
v
3
O FOUND 5/8" IRON REBAR PROPOSED COVERED PAVILLION
WITH CAP COULD NOT READ PROPOSED FINISHED FLOOR
N 0.83' EAST OF PROPERTY LINE ELEVATION = 15.35
N
O
O �2S
Z
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
ST. LUCIE COUNTY PUBLIC RECORDS
PIPE
LOT 9 LOT 8 /
/
i
i
J SEPTIC
TANK
r--- ��]
DRAINFIELD AREA I \
ASPHALT ROAD
OSCEOLA DRIVE _
12 g9
1�10 �s
7? )9
FOUND 1/2" IRON REBAR
yy. WITH CAP LB 7025 7.3
oti ASPHALT ROAD
5' PLASTIC FENCE END
LIS.1' SOUTH AND 0.2' WEST v
OF PROPERTY CORNER ^
o^
3_S�
DRAINFIELD AREALO
\ - I•`?
LOT 11 LOT 10 �o
SEPTIC Z
TANK I ,
PROPOSED 1 STORY
CONCRETE BLOCK STRUCTURE
PROPOSED FINISHED FLOOR
ELEVATION = 15.68
29.81' O/S
NOT PLATTED
S 89'59'48" E (M) 300.00' (L.D.) 300.52' (M)
eB 93
93
9)
9S
0 9)
rl
ri N
n
1°• r
SET 5/8" IRON REBAR WITH CAP
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK THREE
ELEVATION = 10.57
70
o
70
s
PROPOSED
)° CONCRETE
2 SIDEWALK
'SO°,
NOTE: WELL PIPE IS TO
\
BE ABANDONED.
O)
e
e,
3.54' O
FO •y'h '•iJ,. G•1J60
�°GEC O�'O O
w Oe `<, 0*1
e� F.�
'o G°F ooze °��� °o
e G
�e p �°Ra
�65.32' O/S \ IQ q
\ lFo�F
t�jQO�
NOTE: EXISTING DRAINFIELD AND
o
SEPTIC TANK TO BE ABANDONED.
N
O
m
5' PLASTIC FENCE END
- IS 0.3' NORTH AND 0.2' EAST
OF PROPERTY CORNER
'V ROCK ROAD
> WATER METER
-PROPOSED
SEPTIC TANK
ROCK ROAD
PROPOSED GARAGE
FINISHED FLOOR
ELEVATION = 14.50
\00
/ �'•s
o S 89'47'56'r W CM) 160.00' (CIDT "159.b8 (MT
OI~ J �t
It. 5' PLASTIC FENCE CORNER /// \
z U' IS 1.8' SOUTH AND 32.2' EAST
OF PROPERTY CORNER ><
SEPTIC I
TANK NOT PLATTED
I a I FOUND MAG NAIL IN WASHER CHARLES I
9 ARNOLD PSM 4971
Z i\ IN THE ASPHALT DRIVEWAY
SITE BENCHMARK ONE
LL _ FOUND 1/2" IRON REBAR ELEVATION = 12.66
,WITH CAP LB 7025
70
S
99
NOT PLATTED
FOUND 5/8" IRON
WITH CAP RLS
PROPOSED GARAGE
- FINISHED FLOOR
ELEVATION = 14.50
700
019
7o
3
70
R
9
NT
TANK
SCA EO
67.5' -�--�
r-
In I O J
I
�6
N 89'58'26" E (M)
J��z��
- 326.16' (M)
r- - - - - -
-
105.0'
_ i DRAINFIELD AREA
NOT TO
SCALE
rn
N
NOT PLATTED_
W5
In
In]
MGILSETBACK BEC,
`fWNT� .
,WES _T a
CNR SIDE-
.
REAR _�_ _` E
20. I
TE 'a' - 4FvkF� u
ROLAND E. ROLUNS
LAND SURVEYOR
FOUND 4" X 4" CONCRETE La P 3221 SW CRUMPACKER STREET
MONUMENT WITH 1S IRON PIN :
DI
WITH NO DISK PORT ST. LUCIE, FLORIDA 34953
z 772-873-4700
BENCHMARK REFERENCE:
FOUND MAR NAIL IN WASHER CHARLES PSM IN THE
LEGAL DESCRIPTION.
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVE
AND THE
SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET NORTH AND 5.7
(PER WARRANTY DEED IN OFFICIAL RECORD BOOK 3603, PAGE FEET EAST OF THE SOUTHWEST PROPERTY CORNER. ELEVATION ON
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.) TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL DATUM OF 1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET OF THE NORTH PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED ON JUNE 12TH,
359.47 FEET OF THE SOUTH 495.0 FEET OF THE EAST 1/2 2012.
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST.
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1�
150 FEET OF THE NORTH 359.47 FEET OF THE SOUTH 495
FEET OF THE EAST 1/2 OF THE NORTH 30 ACRES OF THE
NE 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 36 FLOOD ELEVATION INFORMATION
SOUTH, RANGE 40 EAST, ALL IN ST. LUCIE COUNTY, FLORIDA, MAP NUMBER 12111CO277J DATE OF FIRM FEB. 16, 2012
PUBLIC RECORDS. COMMUNITY NUMBER 12111CO277 PANEL 0277
BASE FLOOD ELEVATION SUFFIX J
1 FIRM ZONE X
LI)m
Q
GRAPHIC SCALE
rja l U/a
1 inch a 20 n
703
NOTE: THE BEARINGS ARE BASED ON THE WEST
St Lucie County Health Department
RIGHT-OF-WAY LINE OF OLEANDER AVENUE WHICH BEARS
Environmental Health Division
Ld ON AN ASSUMED BEARING OF SOUTH 00'14'19" EAST.
'os
Site Plan Approved for Construction
a I -
Supersedes A Previous Site Plans forty
o ABBREVIATIONS:
OSTDS #.540-5
Wrell�# A� 0
LEI 0 A/C = AIR CONDITIONER
Date: `r 's-( �h�-15--& >
a
= o (C) = CALCULATED
I- Uj (C.F.T.) = CALCULATED FROM TRAVERSE
1/
Reviewer Pti z� o
w Z (j-7 CENTERLINE
0
0 C.B.S. = CONCRETE BLOCK STRUCTURE
Z
I•') F- E/P = EDGE OF PAVEMENT
z
o
N ? E.O.W. _ EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK
L/ 11h
WV)
W N EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
82.5' NOT TO SCALE w
--------- w Z
Uj FND. = FOUND
,2
N 89'59'18" W (M)
140.CO'
(L.D.) 139.99' (M)
�o
3
0 DL
(M) =
MEASURED
3
FOUND 5/8" IRON REBAR o Q
0 w �
O
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929,
^
FOUND
5/8" IRON REBAR SET 5/8" IRON REBAR WI'H
CAP
F
WITH CAP PSM 2791 3
F Z
WITH
CAP PSM 2791 ROLLINS TRAVERSE
POINT P.S
4945
o I
Iz
N Q
N.A.V.D.
88 = NORTH AMERICAN VERTICAL
SITE BENCHMARK TW)
ELEVATION = 12.25
U_
O
w O
O
DATUM OF 1988.
n
Ioo F
3 w
N.T.S.
= NO TO SCALE
w a;
x
o Z Z
0/S =
OFFSET
In
0
M 0 O
P.C.P.
= PERMANENT CONTROL POINT
0
SECTION
9, TOWNSHIP 36 SOUTH,
RANGE
40 EAST N
M n �
PLAT
o
P•O.B.
INT OF BEGINNING
O J
�-
NOT PLATTED
WELL PIPE 3
=
P.R.M.
= PERMANENT REFERENCE MONUMENT
o
it p
(R) =
RECORD
0
No
$t(,1CIeCounty Health Departme
z
P.C. =
POINT OF CURVATURE
P.I. =
POINT OF INTERSECTION
to
6'
WOOD FENCE END
Environmental Health Division
S/W =
SIDEWALK
-
IS 7.6'
NORTH AND 2.2' WEST
Plan Approved for Construct)
T.O.S.
= TOE OF SLOPE
OF
PROPERTY CORNER
Site
T 0 B
- TOP OF BANK
x
Supersedes All Previous Site Plans
or
-
77.
OSTDSI1 uN7 _&Well#
x 3
vi)
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
FOUND 5/8" IRON REBAR
D8107y
WITH CAP PSM 2791
F18V1iYIreP
CERTIFY TO: .
6' WOOD FENCE LINE
2.1' WEST OF
SOUTH LINE OF THE NORTH 30 ACRES OF THE NORTHEAST
1) RODOLFO VEGA AND CARMINE HERNANDEZ
PROPERTY CORNER
ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF
x
SECTION SECTION 9, 70WNSHIP 36 SOUTH, RANGE 40 EAST
FOUND 5/8" IRON REBAR
\
WITH CAP PSM 2791_
S189'59'24" W (M) 625.69' (M)
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/25/2014
R.E.R.
R.E.R.
LAYOUT SURVEY
LOCATE WELLS
AND SEPTIC
08/28/2014
R.E.R.
R.E.R.
TANKS
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
0 = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
4- = FIRE HYDRANT (F.H.)
F=__1 = WATER METER (W.M.)
= WOOD POWER POLE (WD. P.P.)
jzf = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
- - = OVERHEAD WIRES
= NOT TO SCALE
- X - = FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 09/08/2014 9:30 AM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 08/28/2014
1 HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH MINIMUM
TECHNICAL STANDARDS FOR SURVEYS AS
CONTAINED IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
FIPJ'A AA"� .LE COPY
0 � /0 e 7go )'e�
ROLAND E. ROLLINS ATE
PROFESSIONAL LAND SURVEYOR SCANNE
FLORIDA REGISTRATION NUMBER 4945 BY
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612REVCLS
VA61eo'3loIi
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791_
\FENCE
Fw7 C=
CORNER POST IS
Z 1-
0.2' SOUTH AND 0.9' EAST
W 9
OF PROPERTY CORNER
W
O O
H- �
uj ILL,
uj
a(o7'aa
Q
rMM
x O_ W Li.l
FENCE END POST IS
= Z Z
27.9' SOUTH AND 0.3 WEST
O O
OF PROPERTY CORNER
W 3t (n
~?_
ozZO
N
Z0
C5 t__
Jw2
F N
(nW0
N
11
W 0�
3
00
0
m
is
o
N
N
4HIGH CHAIN LINK FENCE
IS 129.6 FEET LONG
t00
M
�
NOT PLATTED
°
171
0
J
N
rn
Lo
M
3
F
0
N
FOUND 5/8" IRON REBAR
N
WITH CAP COULD NOT READ
0
FENCE CORNER POST
0.83' EAST OF PROPERTY LINE
IS 0.7' EAST OF
Z
PROPERTY LINE
x -
x
O
1y0
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
CONCRETE
ST. LUCIE COUNTY PUBLIC RECORDS
PO SLAB MP
42.14' 0 S
Q�PG
G
p0
Q
LOT 9
uo
ASPHALT ROAD
OSCEOLA DRIVE
FOUND 1/2" IRON REBAR
WITH CAP LB 7025 -
ASPHALT ROAD
5' PLASTIC FENCE END
IS 2.1' SOUTH AND 0.2' WEsTT�
OF PROPERTY CORNER
LOT 111 LOT 10
BOUNDARY SURVEY
FINAL SURVEY
NOT PLATTED
S 89-59-48" E (M) 300.00' (L.D.) 300.52' (M)
4' HIGH WOOD AND WIRE FENCE IS 298.9 FEET LON(;
30
1' 0/S
2.83'6,
Ap
m
0> y. OO V,Q �ti'
Gpp�GP�O
�G.�J a
`�3• S) 6e
G Q
{ G�J�p�
o
♦
CONCRETE p?GPp
pry
p'`.
eo&e,,v 0J�
^ 9��0 Gp�
i-
A/C SLAB G Q
1
Q\
a
O'
g
FENCE END POST
IS 1.0' EAST OF
Q�
PROPERTY LINE
d9 Gp ?s)
>>.
\ 11 I I 93.28'
FENCE ANGLE POST
t17-IS EASTPROPOP ERTY LINEE
x
+ X x - x 4' HIGH PVC FENCE x
1 STORY CONCRETE
BLOCK STRUCTURE
NERED AREA FOR BAR
FINISHED FLOOR
ELEVATION = 15.00
NCRETE SIDEWALK
CONCRETE
_ PUMP SLAB
ral
SLAB
CONCRETE
�o
n,c
1��
F
209.17'
191.50' O/S
2
NOT PLATTED
\ FOUND 5/8" IRON REBAR
WITH CAP RLS 2391
STORY CONCRETE
BLOCK STRUCTURE
FINISHED FLOOR
ELEVATION = 14.35
104.37'
FENCE CORNER POST IS
1.1' SOUTH AND 0.7' WEST
OF PROPERTY CORNER
0
FENCE CORNER POST IS
v
4' HIGH WOOD AND WIRE
0.5'
NORTH AND 0.2' EAST
FENCE CORNER POST IS
FENCE IS 18.2 FEET LONG
OF PROPERTY CORNER
0.5' NORTH AND 0.5' WEST
OF PROPERTY CORNER
FENCE END POST IS
4'
HIGH
WOOD AND WIRE FENCE
17.7' SOUTH AND 0.7' WEST
IS
139.3 FEET LONG
OF PROPERTY CORNER
N
89'59'18" W
(M)
140.00' (L.D.)
139.99' (M)
FENCE CORNER POST IS
18.0' SOUTH AND 0.7' WEST
^
FOUND 5/8" IRON REBAR
SET 5/8"
IRON REBAR WITH CAP
OF PROPERTY CORNER
WITH CAP PSM 2791
ROLLINS TRAVERSE
POINT PLS 4945
x
x x
SITE
BENCHMARK
TWO
x
^
ELEVATION
= 12.25
k
wLo
J
M
- x-x
a
rn
w
V,
N 89'58'26" E (M)
- 326-16' (M)
NOT PLATTED
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
co
SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
N 0 FENCE END POST IS NOT PLATTED
8.1' NORTH AND 2.1' WEST
ASPHALT DRIVEWAY 0.6' WIDE CONCRETE CURB I OF PROPERTY CORNER
co
x 6' WOOD FENCE END
IS 7.6' NORTH AND 2.2' WEST
OF PROPERTY CORNER
S 89'47'56" W
(M) 160.00' (CD.T "159.'b8 (MT -
ROCK
����/// '`
DRIVEWAY
"
.�
5' PLASTIC FENCE CORNER \
FOUND 5/8" IRON REBAR
WATER METER
IS 1.8' SOUTH AND 32.2' EAST
I
WITH CAP PSM 2791
..ice
OF PROPERTY CORNER X
x
6' WOOD FENCE LINE
3
5' PLASTIC FENCE END
NOT PLATTED
2.1' WF_ST of
PROPERTY
SOUTH LINE OF THE
NORTH 30 ACRES OF THE NORTHEAST
e .Ji`�
IS 0.3' NORTH AND 0.2' EA§T
CORNER
ONE -QUARTER OF
THE SOUTHEAST ONE -QUARTER OF
ro i� M
OF PROPERTY CORNER
FOUND
MAG NAIL IN WASHER CHARLES
SECTION SECTION 9,
TOWNSHIP 36 SOUTH, RANGE 40 EAST
rn N
ARNOLD PSM 4971
I
o rrn `r
IN
THE ASPHALT DRIVEWAY
O
SITE BENCHMARK ONE
z
FOUND 1/2" IRON REBAR
ELEVATION = 12.66
S
89'59'24" W (M) 625.69'
(M)
-WITH CAP LB 7025
-
FOUND 5d8" IRON REBAR
WITH AP PSM 2791,
FIOLAND E. ROLLM
A 'FAO INAL LAND SURVEYOR
FOUND 4" X 4" CONCRETE A + P 3221 SW CRUMPACKER STREET
MONUMENT WITH 1/4" IRON PIN L
WITH NO DISK 8 PORT ST. LUCIE, FLORIDA 34953
772-873-4700
BENCHMARK REFERENCE:
LEGAL DESCRIPTION: FOUND MAG NAIL IN WASHER CHARLES PSM IN THE
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVE
AND THE
(PER WARRANTY DEED IN OFFICIAL RECORD BOOK 3603, PAGE SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET NORTH AND 5.7
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDAFEET EAST OF THE SOUTHWEST PROPERTY CORNER. ELEVATION ON
TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL DATUM OF 1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET OF THE NORTH PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED ON JUNE 12TH,
359.47 FEET OF THE SOUTH 495.0 FEET OF THE EAST 1/2 2012.
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST.
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS A 9
150 FEET OF THE NORTH 359.47 FEET OF THE SOUTH 495
FEET OF THE EAST 1/2 OF THE NORTH 30 ACRES OF THr
NE 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 36 FLOOD ELEVATION INFORMATION
SOUTH, RANGE 40 EAST, ALL IN ST. LUCIE COUNTY, FLORIDA, MAP NUMBER 12111CO277J DATE OF FIRM FEB. 16, 2012
PUBLIC RECORDS.
/ COMMUNITY NUMBER 12111 CO277 PANEL 0277
/,/� / (/J� -O V `� BASE FLOOD ELEVATION SUFFIX J
JL,� FIRM ZONE X
��'(�« ��•" FIELD
/f D� ADDENDUM BOOK PAGE DATE BY CHECKED
BOUNDARY
SURVEY E.F.B. 06/25/2014 R.E.R. R.E.R.
TOPOGRAPHIC E F B 06/25/2014 R E D R E
co
ui
N m
w
F
N
w a' Lg,
I
w
> L`'od'
¢ ~�uj
0
w wiz
0 0
Z W
Z
J JO1-
O ENO
L- N W (O!1
o
Z W W M
J I-O0
3 0US Z
3
o Woo
I 3 I of
000
� MNU
w �V3
3
00
z
f'1&iN ljm5 i5�-
C4
GRAPHIC SCALE
( D1 Fes!)
1 Inch - 20 &
NOTE: THE BEARINGS
ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF
OLEANDER AVENUE WHICH BEARS
ON AN ASSUMED BEARING
OF SOUTH 00'14'19" EAST.
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
E/P =
EDGE OF PA"EMENT
E.O.W.
= EDGE OF VATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSU!ANCE RATE MAPS
FND. =
FOUND
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANEN' CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF 'EGINNING
P.R.M.
= PERMANEN' REFERENCE MONUMENT
(R) =
RECORD
P.C. =
POINT OF CLRVATURE
P.I. =
POINT OF INTRSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLPE
T.O.B.
= TOP OF BAK
CERTIFICATIONS AS PROVIDED AID WORDED BY CLIENT
CERTIFY TO:
1) RODOLFO VEGA AND CARMINE HRNANDEZ
SURVEY R.
CONSTRUCTION LAYOUT SURVEY 06/ 25/ 2014 R.E.R. R.E.R.
LOCATE WELLS
AND SEPTIC 08/28/2014 R.E.R. R.E.R.
TANKS
FORMBOARD
/ / 07
SURVEY E.F.B. 11 2014 R.E.R. R.E.R.
FORMBOE.F.B. 12 6 2014 J.W.P. R.E.R.
SURVEYY /1/
FINAL SURVEY 04 E.F.B. 03/ / 2016 R.E.R. R.E.R.
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
0 = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
46 = FIRE HYDRANT (F.H.)
0 = WATER METER (W.M.)
j2I = WOOD POWER POLE (WD. P.P.)
f� = CONCRETE POWER POLE (CONC. P.P.) OPIe
O.
= ANCHOR AND GUY WIRE OVERHEAD WIRES D d
�/L = NOT TO SCALE
- X -= FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED,
3 LEGAL DESCRIPTION AS SUPPLIED BY °CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 03/08/2016 9:00 AM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 03/04/2016
1 HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH
STANDARDS OF PRACTICE FOR SURVEYS
AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027,
FLORIDA STATUTES.
Joe
ROLAND E. R9 L.INS DATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612F
BOUNDARY SURVEY
ROLAND E. FKOLUNB
R/ PFiOFEBSM& LAND SLFNEYCE
FORMBOARD SURVEY
NOT PLATTED
AE P 3221 SW CRUMPACKER STREET
\
1 A
FOUND 5/8" IRON REBAR
WITH CAP RLS 2391
FOUND 4" X 4" CONCRETE
MONUMENT WITH 1IRON PIN
WITH NO DISK
L
$ PORT ST. LUCIE, FLORIDA 34953
NOT PLATTED
FOUND 5/8" IRON REBAR
N 89'58'25" E (M)
772-873-4700
WITH CAP PSM 2791 ,
\, S 89'59'48„ E (M) 300.00, (L.D.) 300.52 (M)
— — — — — 326.16 (M)
NOT PLATTED
LOT 9
L`'ww
MOM
w�w
O O
o✓
o
w
x
< (n
IMMao
wl
=moo0 V)
wok'
~mm
wC; ��E
0 o c)
O z 1n
z0�J w
H 1n
UJU-0
?y0
FOUND 5/8" IRON REBAR
WITH CAP COULD NOT READ
0,83' EAST OF PROPERTY LINE
O
N
O
t0
M
J
i�
of
M
.e
m
v
3
0)
0
CV
N
O
O
.4
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
ST. LUCIE COUNTY PUBLIC RECORDS
ASPHALT ROAD
OSCEOLA DRIVE
ILOT 11
LOT 8
FOUND 1/2" IRON REBAR
WITH CAP LB 7025 —
ASPHALT ROAD
5' PLASTIC FENCE END
IS 2.1' SOUTH AND 0.2' WEST
OF PROPERTY CORNER i
LOT 10
m
3_j�
N M m
O M
O .-
a
s
N
42.14'
30.21'
FORMBOARD
ELEVATION = 15.73
56.59' O/S
65.57' O/S
St. cl Co.
Date t roe
93.28'
5' PLASTIC FENCE END
IS 0.3' NORTH AND 0.2' EAST
OF PROPERTY CORNER
ROCK ROAD
METER
3.50'
2.83'6' Lq rr
06 SSN n JS,
h
6�6e, `Lp G�Go Jay? P�\O?
oleo. tom' �o
S 00Q'
f-
i0
M
M
00
SET 5/8" IRON REBAR WITH CAP
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK THREE
ELEVATION = 10.57
ROCK ROAD
ELEVATION = 15.00
S 89'47'56" W M) 1 &oY. do'-_(C 0T T 159.b8 ()r1j
5' PLASTIC FENCE CORNER \
IS 1.8' SOUTH AND 32.2' EAST
OF PROPERTY CORNER x
NOT PLATTED
FOUND MAG NAIL IN WASHER CHARLES I
ARNOLD PSM 4971
IN THE ASPHALT DRIVEWAY
D 1/2" IRON REBAR SITE BENCHMARK ONE
TH CAP LB 7025 ELEVATION = 12.66
209.17'
191,50' O/S
185.
104.37'
Ail
NOT PLATTED
N 89'59'18" W (M) 140.00' (L.D.) 139.99' (M)
FOUND 5/8" IRON REBA�SET
5/8" IRON REBAR WITH CAP
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
WITH CAP PSM 2791
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK TWO
m
ELEVATION = 12.25
n
w�
a In
0 o
SECTION 9, TOWNSHIP 36 SOUTH,
RANGE
40 EAST
o
NOT PLATTED
�0
O
il�017?
c0
6' WOOD FENCE END
IS 7NORTH AND 2.2' WEST
OF PROPERTY CORNER
OF
x
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
6' WOOD FENCE LINE
2.1' WEST of
SOUTH LINE OF THE NORTH 30 ACRES OF THE NORTHEAST
PROPERTY CORNER
ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER
OF
x
SECTION SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
S 89'59'24" W (M) 625.69'
(M)
BENCHMARK REFERENCE:
LEGAL DESCRIPTION:
FOUND MAG NAIL IN WASHER CHARLES PSM
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVE
IN THE
AND THE
(PER WARRANTY DEED IN OFFICIAL RECORD BOOK 3603, PAGE
SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET
NORTH AND 5.7
FEET EAST OF THE SOUTHWEST PROPERTY CORNER.
ELEVATION
ON
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.)
TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL
DATUM
OF 1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC
SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET OF THE NORTH
PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED
ON JUNE 12TH,
359.47 FEET OF THE SOUTH 495.0 FEET OF THE EAST 1/2
2012.
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST.
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN
THUS
AA
150 FEET OF THE NORTH 359.47 FEET OF THE SOUTH 495
FEET OF THE EAST 1/2 OF THE NORTH 30 ACRES OF THE
NE 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 36
FLOOD ELEVATION INFORMATION
SOUTH, RANGE 40 EAST, ALL IN ST. LUCIE COUNTY, FLORIDA,
MAP NUMBER 12111CO277J DATE OF FIRM FEB.
16, 2012
PUBLIC RECORDS.
COMMUNITY NUMBER 12111CO277 PANEL
0277
BASE FLOOD ELEVATION SUFFIX
J
1
FIRM ZONE
X
WW
co
Sri
m
�cn
�
Z
w Q
of m
0
O
o rn
oN
1n m
ui
ui
w O
� I
w
> wz.*
¢ ~�fm
wwz
O Om
z w�
-10
0 r V)
OLD V)wN
Z X:00
0 w V)
i
o Wao
3
1I . Li o'
oz
U 0p0
'
h M W W
W 1n
3 w
00
z
GRAPHIC SCALE
(INS)
1 Imh - 20 1L
NOTE: THE BEARINGS
ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF
OLEANDER AVENUE WHICH BEARS
ON AN ASSUMED BEARING
OF SOUTH 00'14'19" EAST.
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929,
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
(R) =
RECORD
P.C. =
POINT OF CURVATURE
P.I. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RODOLFO VEGA AND CARMINE HERNANDEZ
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/25/2014
R.E.R.
R.E.R.
LAYOUT SURVEY
LOCATE WELLS
AND SEPTIC
08/28/2014
R.E.R.
R.E.R.
TANKS
FORMBOARD
E.F.B.
11/07/2014
R.E.R.
R.E.R.
SURVEY
FORMBOARD
E.F.B.
12/16/2014
J.W.P.
R.E.R.
SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
= FIRE HYDRANT (F.H.)
= WATER METER (W.M.)
= WOOD POWER POLE (WD. P.P.)
gr = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
—vool— = NOT TO SCALE
— X —= FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 12/16/2014 12:40 PM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1" = 20'
DATE OF LAST FIELD WORK: 11/06/2014
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH
STANDARDS OF PRACTICE FOR SURVEYS
AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027,
FLORIDA STATUTES.
ROLAND E. `L1INS-- DATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612FB
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
NOT PLATTED
LOT 9
ILOT 1
www
FZ
o�w
0
x
w
H- ofH-
� w
aU)l c
I-) r)( O
w
Lb
�2=oz
ON o
wo
w CD
0z 0
Lj o
Z 0
J w
F N
Ld
30
FOUND 5/8" IRON REBAR
WITH CAP COULD NOT READ
0.83' EAST OF PROPERTY LINE
t�
O
N
O
t0
M
J
v
I_
of
In
M
3
m
0
N
N
b
O
G
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
ST. LUCIE COUNTY PUBLIC RECORDS
LOT 8
ASPHALT ROAD
OSCEOLA DRIVE
FOUND 1/2" IRON REBAR
i WITH CAP LB 7025 —
ASPHALT ROAD
5' PLASTIC FENCE END
IS 2.1' SOUTH AND 0.2' WEST
OF PROPERTY CORNER
LOT 10
T LO M
to
to
0 M
o�
no
41.85'
29.81'
BOUNDARY SURVEY
FORMBOARD SURVEY
NOT PLATTED
S 89-59-48" E (M) 300.00' (L.D.) 300.52' (M)
SET 5/8" IRON REBAR WITH CAP
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK THREE
ELEVATION = 10.57
ELEVATION = 15.00
3,50'
209.17'
191.50' O/S
185.76' 0/
z.00b N
ryy0 Sply `� A-k5l ^ 0
b m A
STORY Jj �? (''- NIX
7E SLAB Jam, App O� ii ry�y`O Apt
00 P '0(9 �•9�0'P
�^ Off' �� ^ p T0O
56.15, O/S ?�00 `P9S
1
hti 0
d
l:J'
NOT PLATTED
\ FOUND 5/8" IRON
WITH CAP RLS
104.37'
O
0i
0)
N
w
m
0
0 O
N 89058'26" E (M)
— 326.16' (M)
NOT PLATTED
N 89'59'18" W (M) 140.00' (L.D.) 139.99' (M)
�Q p( rFOUND 5/8" IRON REBA SET 5/8" IRON REBAR WITH CAPFOUND C/AP PSM IRONREBAR
\ ` ,��/ WITH CAP PSM 2791 ROLLINS TRAVERSE POINT PLS 4945
oV.` SITE BENCHMARK TWO
M v (L ^ ELEVATION = 12.25
V� w 0)
5' PLASTIC FENCE END � ^
IS 0.3' NORTH AND 0.2' EAST SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
OF PROPERTY CORNER 00 0
=
o NOT PLATTED
0
ROCK ROAD ROCK ROAD V) O
0
t0 6' WOOD FENCE END
IS 7.6' NORTH AND 2.2' WEST
WATER METER OF PROPERTY CORNER
x
S 89"47'56" W M) 160.0 (L.D.Y 159. 8 ()v1T
YL x
5' PLASTIC FENCE CORNER \ I FOUND 5/8" IRON REBAR
IS 1.8' SOUTH AND 32.2' EAST L89-59'24-
AP PSM 2791
OF PROPERTY CORNER x xENCE LINE
\ EST of SOUTH LINE OF THE NORTH 30 ACRES OF THE NORTHEAST
NOT PLATTED CORNER ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF
FOUND MAG NAIL IN WASHER CHARLES I SECTION SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
ARNOLD PSM 4971 FOUND 5/8" IRON REBAR
IN THE ASPHALT DRIVEWAY WITH CAP PSM 2791�
SITE BENCHMARK ONE
FOUND 1/2" IRON REBAR ELEVATION = 12.66 S.(M) 625.69' (M)
iWITH CAP LB 7025 _
ROD E. ROLUNS
E PROFESSIONALLANLAND SURVEYOR
FOUND 4" X 4" CONCRETE R` P 3221 SW CRUMPACKER STREET
MONUMENT WITH 1/4" IRON PIN ` PORT ST. LUCIE, FLORIDA 34953
WITH NO DISK s
772-873-4700
BENCHMARK REFERENCE:
LEGAL DESCRIPTION. FOUND MAG NAIL IN WASHER CHARLES PSM IN THE
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVE
AND THE
PER WARRANTY DEED IN OFFICIAL RECORD BOOK 3603, PAGE SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET NORTH AND 5.7
( FEET EAST OF THE SOUTHWEST PROPERTY CORNER. ELEVATION ON
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.) TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL DATUM OF 1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET OF THE NORTH PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED ON JUNE 12TH,
359.47 FEET OF THE SOUTH 495.0 FEET OF THE EAST 1/2 2012.
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST.
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1�
150 FEET OF THE NORTH 359.47 FEET OF THE SOUTH 495
FEET OF THE EAST 1/2 OF THE NORTH 30 ACRES OF THE FLOOD ELEVATION INFORMATION
NE 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 36
SOUTH, RANGE 40 EAST, ALL IN ST. LUCIE COUNTY, FLORIDA, MAP NUMBER 12111CO277J DATE OF FIRM FEB. 16, 2012
PUBLIC RECORDS. COMMUNITY NUMBER 12111CO277 PANEL 0277
BASE FLOOD ELEVATION SUFFIX J
FIRM ZONE X
UR
Ln
0)
� N
Z
wof
0)m
L`
_o
O cn
o�
cn m
v
w
LLI
:DV)
w C7
Z) I
w
> w0`
W 111 z
O
Z wH
O ZNI_
LL V) w coil
0
m
Z L'ILL'M
� X0a
} w WV)
Q OFZ
0 Uj
3
I I
2 000
in
F w
W 1n
3 =
o0
z
GRAPHIC SCALE
(INr )
1 inoh - 80 &
NOTE: THE BEARINGS
ARE BASED ON THE WEST
RIGHT—OF—WAY LINE OF
OLEANDER AVENUE WHICH BEARS
ON AN ASSUMED BEARING
OF SOUTH 00'14'19" EAST.
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
(R) =
RECORD
P.C. =
POINT OF CURVATURE
P.I. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
CERTIFICATIONS AS
PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RODOLFO VEGA AND
CARMINE HERNANDEZ
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/25/2014
R.E.R.
R.E.R.
LAYOUT SURVEY
LOCATE WELLS
AND SEPTIC
08/28/2014
R.E.R.
R.E.R.
TANKS
FORMBOARD
E.F.B.
11/07/2014
R.E.R.
R.E.R.
SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
4- = FIRE HYDRANT (F.H.)
F=-1 = WATER METER (W.M.)
RJ = WOOD POWER POLE (WD. P.P.)
= CONCRETE POWER POLE (CONC. P.P.)
-� = ANCHOR AND GUY WIRE
- - = OVERHEAD WIRES
= NOT TO SCALE
- X - = FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF—WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 11/07/2014 9:30 AM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1" = 20'
DATE OF LAST FIELD WORK: 11/06/2014
1 HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH
STANDARDS OF PRACTICE FOR SURVEYS
AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.029CANNED
FLORIDA STATUTES. BY
St. Lucie County
_ ;
ROLAND E. ROLLIN a DATE
PROFESSIONAL_ LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612FB
ILOT 1
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
CL W
=zz
N O O
O
wo�"�
x
Wf
0Z00
0
z U N
Jwm
F- to
wow
3
NOT PLATTED
FOUND 5/8" IRON REBAR
WITH CAP COULD NOT READ
0.83' EAST OF PROPERTY LINE
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
ST. LUCIE COUNTY PUBLIC RECORDS
LOT 8
ASPHALT ROAD
OSCEOLA DRIVE
FOUND 1/2" IRON REBAR
WITH CAP LB 7025 —
ASPHALT ROAD /
5' PLASTIC FENCE END
IS 2.1' SOUTH AND 0.2' WEST
OF PROPERTY CORNER _,o
LOT 10
3C
E V
0)LMM
O M
o�
II
M
m
m
N
0
N
41.85'
29.81
EXISTING 1 STORY"
ON CONCRETE SLAB
56.15' 0/5
65.57' O/S
93.28'
5' PLASTIC FENCE END
IS 0.3' NORTH AND 0.2' EAST
OF PROPERTY CORNER
ROCK ROAD
METER
BOUNDARY SURVEY
FORMBOARD SURVEY
q
0
N
NOT PLATTED
S 89"59'48" E (M) 300.00' (L.D.) 300.52' (M)
3.50'
SET 5/8" IRON REBAR WITH CAP
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK THREE
ELEVATION = 10.57
FORMBOARD ELEVATION = 15.00
ROCK ROAD
V
S 89-, 7'56" W M) 160.00' (CD� "159.'�8 M- "
x
5' PLASTIC FENCE CORNER \
IS 1.8' SOUTH AND 32.2' EAST
OF PROPERTY CORNER x
NOT PLATTED
FOUND MAG NAIL IN WASHER CHARLES x
ARNOLD PSM 4971 I
IN THE ASPHALT DRIVEWAY
!D 1/2" IRON REBAR SITE BENCHMARK ONE
ITH CAP LB 7025 ELEVATION = 12.66
209.17'
191.50'
185.76'
NOT PLATTED
\ FOUND 5/8" IRON
WITH CAP RLS
m
N
104.37'
N 89"58'26" E (M)
— — — — 326.16' (M)
N 89'59'18" W (M) 140.00' (L.D.) 1
FOUND 5/8" IRON REBASEi 5/8" IRON REBAR WITH CAP
WITH CAP PSM 2791 ROLLINS TRAVERSE POINT PLS 4945
^ SITE BENCHMARK TWO
_ ELEVATION = 12.25
w 0�
e L0
M
00
0
O v
�0
O
O
O 6' WOOD FENCE END
- IS 7.6' NORTH AND 2.2' WEST
OF PROPERTY CORNER
5/8" IRON REBAR
\\FOUND
WITH CAP PSM 2791
6' WOOD FENCE LINE
i
2.1' WEST OF
PROPERTY CORNER
S 189"59'24" W (M)
0)
0i
0)
N
w
0
O
NOT PLATTED
UND 5/8" IRON REBAR
WITH CAP PSM 2791
SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
NOT PLATTED
SOUTH LINE OF THE NORTH 30 ACRES OF THE NORTHEAST
ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF
SECTION SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
\ FOUNLJ 5/8" IRON REBAR
WITH CAP PSM 2791
625.69' (M)
IROLAND E. ROLLINS
E PROFESSIONAL LAID SURVEYOR
R P 3221 SW CRUMPACKER STREET
FOUND 4" X 4" CONCRETE L
MONUMENT WITH , DISK
IRON PIN
WITH NO DISK PORT ST. LUCIE, FLORIDA 34953
/s 772-873-4700
BENCHMARK REFERENCE:
LEGAL DESCRIPTION.
FOUND MAG NAIL IN WASHER CHARLES PSM IN
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVEAND
THE
THE
SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET NORTH AND 5.7
( PER WARRANTY DEED IN OFFICIAL RECORD BOOK
3603, PAGE
FEET EAST OF THE SOUTHWEST PROPERTY CORNER. ELEVATION
ON
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.)
TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL DATUM OF
1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET
OF THE NORTH
PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED ON JUNE
12TH,
HE SOUTH 495 0 FEET OF
THE EAST 1 2
2012.
359,47 FEET OF T
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST,
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1�
150 FEET OF THE NORTH 359.47 FEET OF THE SOUTH 495
FEET OF THE EAST 1/2 OF THE NORTH 30 ACRES OF THE
NE 1 /4 OF THE SE 1 /4 OF SECTION 9, TOWNSHIP 36 FLOOD ELEVATION INFORMATION
SOUTH, RANGE 40 EAST, ALL IN ST. LUCIE COUNTY, FLORIDA, MAP NUMBER 12111CO277J
PUBLIC RECORDS. COMMUNITY NUMBER 12111CO277
BASE FLOOD ELEVATION
m
LO
0)
1n m
w
w
¢ H-
Z) rn
w CY m
I
w
j =off
¢ ~.Uj
w wiz
0 O
z wI-
o FN�
L_ �w(n
O
co
Z =U_M
ZmOa
3 0�z
I— 3
O wOO
I� 3w0
ooz
ft rM O
U
w
w
3
o0
z
GRAPHIC SCALE
IN MT
1 faoh - 20 !L
NOTE: THE BEARINGS
ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF
OLEANDER AVENUE WHICH BEARS
ON AN ASSUMED BEARING OF SOUTH 00'14'19" EAST.
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
(R) =
RECORD
P.C. =
POINT OF CURVATURE
P.I. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
CERTIFICATIONS AS
PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RODOLFO VEGA AND
CARMINE HERNANDEZ
DATE OF FIRM FEB. 16, 2012
PANEL 0277
SUFFIX J
FIRM ZONE X
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/25/2014
R.E.R.
R.E.R.
LAYOUT SURVEY
LOCATE WELLS
AND SEPTIC
08/28/2014
R.E.R.
R.E.R.
TANKS
FORMBOARD
E.F.B.
11/07/2014
R.E.R.
R.E.R.
SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
0 = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
= FIRE HYDRANT (F.H.)
0 = WATER METER (W.M.)
= WOOD POWER POLE (WD. P.P.)
= CONCRETE POWER POLE (CONC. P.P.)
—� = ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
—/L = NOT TO SCALE
— X — = FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 1 1 /07/2014 9:30 AM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 11/06/2014
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH
STANDARDS OF PRACTICE FOR SURVEYS
AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027,
FLORIDA STATUTES.
SCANNED
BY
St. Lucie County
ROLAND E. ROLUNS ATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612FB
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
NOT PLATTED
LOT 9
LOT 1
LNIs-mm
avoiaa
po po
FOUND 5/8" IRON REBAR
WITH CAP COULD NOT READ
0.83' EAST OF PROPERTY LINE
0
N
O
co
..
J
to
I�
of
M
3
z
0
0
N
N
O
O
L
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
ST. LUCIE COUNTY PUBLIC RECORDS
LOT 8
ASPHALT ROAD
OSCEOLA DRIVE
FOUND 1/2-IRON REBAR
WITH CAP LB 7025 —
ASPHALT ROAD
5' PLASTIC FENCE END
IS 2.1' SOUTH AND 0.2' WEST
OF PROPERTY CORNER i
LOT 10
30�
J
minUi
ts
O Its .M-
o
z
41
29.81'
EXISTING 1 STORY"
ON CONCRETE SLAB
56.15' C
65.57'
BOUNDARY SURVEY
FORMBOARD SURVEY `
M
N
O
N
N
M
93.28'
5' PLASTIC FENCE END
IS 0.3' NORTH AND 0.2' EAST
OF PROPERTY CORNER
ROCK ROAD
METER
NOT PLATTED
S 89-59-48" E (M) 300.00' (L.D.) 300.52' (M)
3.50'
SET 5/8- IRON REBAR WITH CAP
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK THREE
ELEVATION = 10.57
ELEVATION = 15.00
1
ROCK ROAD
S 89'47'56" W M) 160.00' (L.DD� 159.b8 ((tAj
x
5' PLASTIC FENCE CORNER \
IS 1.8' SOUTH AND 32.2' EAST
OF PROPERTY CORNER
NOT PLATTED
FOUND MAG NAIL IN WASHER CHARLES x
ARNOLD PSM 4971 I
IN THE ASPHALT DRIVEWAY
SITE BENCHMARK ONE
T H CAAPP LLB 1025 1 REBAR ELEVATION = 12.66
B
209.17'
191.50'
1
NOT PLATTED
\ FOUND 5/8" IRON REBAR
WITH CAP RLS 2391_
51
104.37'
w
U)
N 89-58-26" E (M)
— 326.16' (M)
NOT PLATTED
N
89'59'18" W (M) 140.00' (L.D.) 139.99' (M)
FOUND
FOUND
5/8" IRON REBASET
5/8" IRON REBAR WITH CAP
W WITH
C P
PSMN2R9BAR
r
WITH
CAP PSM 2791
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK TWO
ELEVATION = 12.25
w0;
a to
SECTION 9, TOWNSHIP 36 SOUTH, RANGE
40
EAST
06
o
NOT PLATTED
�o
0
O
6'
WOOD FENCE END
IS 7.6'
NORTH AND 2.2' WEST
OF
PROPERTY CORNER
x
FOUND
5/8" IRON REBAR
WITH
CAP PSM 2791
x
6' OODWE
FENCELINE
SOUTH LINE OF THE NORTH 30 ACRES OF THE NORTHEAST
PROPERTY
CORNER
ONE OF THE SOUTHEAST ONE -QUARTER OF
SECTION SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
FOUND
5/8" IRON REBAR
WIIH
CAP PSM 2791_
S189'59'24" W (M) 625.69' (M)
FOUND 4" X 4" CONCRETE
MONUMENT WITH 1/4" IRON PIN
WITH NO DISK
R
E P
R
L
S
F KX AND E. ROLUNS
PROFESSIONAL LTD SLFNEYOR
3221 SW CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
BENCHMARK REFERENCE:
LEGAL DESCRIPTION:
FOUND MAD NAIL IN WASHER CHARLES PSM
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVERIVE
IN THE
AND THE
SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET
NORTH
AND 5.7
( PER WARRANTY DEED IN OFFICIAL RECORD BOOK 3603, PAGE
FEET EAST OF THE SOUTHWEST PROPERTY CORNER.
ELEVATION ON
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.)
TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL
DATUM
OF 1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC
SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET OF THE NORTH
PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED
ON JUNE 12TH,
359.47 FEET OF THE SOUTH 495.0 FEET OF THE EAST 1/2
2012.
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST.
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN
THUS
A 0
150 FEET OF THE NORTH 359.47 FEET OF THE SOUTH 495
FEET OF THE EAST 1/2 OF THE NORTH 30 ACRES OF THE
NE 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 36
FLOOD ELEVATION INFORMATION
SOUTH, RANGE 40 EAST, ALL IN ST. LUCIE COUNTY, FLORIDA,
MAP NUMBER 12111CO277J DATE OF FIRM
FEB.
16, 2012
PUBLIC RECORDS.
COMMUNITY NUMBER 12111CO277 PANEL
0277
BASE FLOOD ELEVATION SUFFIX
J
FIRM ZONE
X
Lo
rn
�Z
�z
wn
CIDm
w
0
0 U)
m
cn m
w
w O
� I
w
j =off
~�Lj
w 0
O O m
z wm
o �Qw�
O Wa:
to
Z =U M
J F O O_
w U)
3 o�z
3
o Wv0
3
H _ w 01
0 0po
IF-
MNQU
LU
Ld N
3
00
z
GRAPHIC SCALE
( IN FMT
i f " - 20 !L
NOTE: THE BEARINGS
ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF
OLEANDER AVENUE WHICH BEARS
ON AN ASSUMED BEARING OF SOUTH 00'14'19" EAST.
ABBREVIATIONS:
A/C =AIR
CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
(R) =
RECORD
P.C. =
POINT OF CURVATURE
P.I. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
CERTIFICATIONS AS
PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RODOLFO VEGA AND CARMINE HERNANDEZ
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/25/2014
R.E.R.
R.E.R.
LAYOUT SURVEY
LOCATE WELLS
AND SEPTIC
08/28/2014
R.E.R.
R.E.R.
TANKS
FORMBOARD
E.F.B.
11/07/2014
R.E.R.
R.E.R.
SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
4- = FIRE HYDRANT (F.H.)
0 = WATER METER (W.M.)
RI = WOOD POWER POLE (WD. P.P.)
= CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
�— = NOT TO SCALE
— X —= FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 1 1 /07/2014 9:30 AM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 1 1 /06/2014
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH
STANDARDS OF PRACTICE FOR SURVEYS
AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027,
FLORIDA STATUTES. SCANNED
BY
St. Luce County)
C 07 Zed l2
ROLAND E. ROLLINS DATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612FB
BOUNDARY SURVEY
FXX AND E. FKX IJM
A PROFESSIONAL LAW SLFWYOR
FORMBOARD SURVEY `.
NOT PLATTED
R + P 3221 SW CRUMPACKER STREET
\
FOUND 5/e" IRON REBAR
WITH
WITH CAP RLS 2391
FOUND 4" X 4" CONCRETE
MONUMENT WITH 1S IRON PIN
DI
WITH NO DISK
L
s PORT ST. LUCIE, FLORIDA 34953
NOT PLATTED
FOUND 5/8" IRON REBAR
PSM 2791
N 89'5816' E (M)
A—
772-873-4700
WITH CAP
\, S 89-59-48" E (M) 300.00' (L.D.) 30Q.52' (M)
— — —
Ld
wW
I-Z
w w
O O
wI-xtr
ir w
H
� w
a (n
O co
MMCi (3
�=w zZ
O V) O O
W O N
F7-3
oz0o
LLJ o N
Z U
J W
H-1n
W D- 0
3..0
NOT PLATTED
FOUND 5/8" IRON REBAR
WITH CAP COULD NOT READ
0.83' EAST OF PROPERTY LINE
0
N
O
to
M
J
v
i�
O1
N
M
v
3
0
N
N
0
O
VA
SORORA SUBDIVISION
PLAT BOOK 10, PAGE 41,
ST. LUCIE COUNTY PUBLIC RECORDS
LOT 9 1 LOT 8
ASPHALT ROAD
OSCEOLA DRIVE
"y
FOUND 1/2" IRON REBAR
yry WITH CAP LB 7025
°ry ASPHALT ROAD
5' PLASTIC FENCE END
IS 2.1' SOUTH AND 0.2' WEST ...
OF PROPERTY CORNER ^
3J�
CA Lo ui
Mn
LOT 11 LOT 10 O
z
N
0
N
41
29.81'
EXISTING 1 STORY"
ON CONCRETE SLAB
SET 5/8" IRON REBAR WITH CAP
ROLLINS TRAVERSE POINT PLS 4945
SITE BENCHMARK THREE
ELEVATION = 10.57
ELEVATION = 15.00
3.50'
209.17'
191.50' O/S
185.76' O/S
104.37'
56.15' 0/5
65.57' O/S
.1%
N
N
M
% ^^ 9� \
0
rye'
�p °O c9 p
^ o 9T0010
Pao �p
00 •02,
93.28' O/S wz2v C,
sue. m
o n
a
N 89'59'18" W (M) 140.00' (L.I
^ FOUND 5/8" IRON REBASET 5/8" IRON REBAR WITH CAP
No v WITH CAP PSM 2791 ROLLINS TRAVERSE POINT PLS 4945
.-. SITE BENCHMARK TWO
ELEVATION = 12.25
M v �
wLo
M
ilblexolo7
rn
cn
N
w
cn
NOT PLATTED
FOUND 5/8" IRON REBAR
WITH CAP PSM 2791
00 SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
o = NOT PLATTED
ROCK ROAD ROCK ROAD N O
0
c0 6' WOOD FENCE END
IS 7.6' NORTH AND 2.2' WEST
WATER METER OF PROPERTY CORNER
x
5 89'47'56" W M) 160.00' (L.D_T. 159.b8 (fvlj
x
5' PLASTIC FENCE CORNER \ I FOUND 5/8" IRON REBAR
IS 1.8' SOUTH AND 32.2' EAST WITH �`AP PSM 2791
OF PROPERTY CORNER x x 6' WOOD FENCE LINE
2.1' WEST OF SOUTH LINE OF THE NORTH 30 ACRES OF THE NORTHEAST
\ NOT PLATTED x x PROPERTY CORNER ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER OF
FOUND MAG NAIL IN WASHER CHARLES I SECTION SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
ARNOLD PSM 4971
IN THE ASPHALT DRIVEWAY
SITE BENCHMARK ONE
FOUND 1/2" IRON REBAR ELEVATION = 12.66 S 89'59'24" W (M) 625.69' (M)
,WITH CAP LB 7025
5' PLASTIC FENCE END
IS 0.3' NORTH AND 0.2' EAST
OF PROPERTY CORNER
FOUND 2/8" IRON REBAR
WITH CAP PSM 2791,
BENCHMARK REFERENCE:
LEGAL DESCRIPTION:
FOUND MAD NAIL IN WASHER CHARLES PSM IN
ASPHALT DRIVEWAY AT THE EAST END OFF OSC OSCEOLA DRIVEAND
THE
THE
SOUTHWEST CORNER OF THE PROPERTY 17.0 FEET
NORTH AND 5.7
(PER WARRANTY DEED IN OFFICIAL RECORD BOOK 3603, PAGE
FEET EAST OF THE SOUTHWEST PROPERTY CORNER.
ELEVATION
ON
2659, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.)
TOP OF NAIL = 12.66 NORTH AMERICAN VERTICAL
DATUM OF
1988
AS ESTABLISHED BY A BOUNDARY AND TOPOGRAPHIC
SURVEY
THE EAST 150 FEET OF THE WEST 300 FEET OF THE NORTH
PERFORMED BY CHARLES ARNOLD LS 4971 SIGNED
ON JUNE
12TH,
359 47 FEET OF THE SOUTH 495 0 FEET OF THE EAST 1/2
2012•
OF THE NORTH 30 ACRES OF THE NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LESS
THE EAST 140 FEET OF THE SOUTH 60 FEET, ALL IN ST.
LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, AND: THE WEST ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1�
150 FEET OF THE
FEET OF THE EAST
NORTH 359.47 FEET OF THE SOUTH 495
1/2 OF THE NORTH 30 ACRES OF THE
NE 1/4 OF THE SE 1/4
OF SECTION 9, TOWNSHIP
36
FLOOD ELEVATION INFORMATION
SOUTH, RANGE 40
EAST,
ALL IN ST. LUCIE COUNTY,
FLORIDA,
MAP NUMBER 12111CO277J
PUBLIC RECORDS.
COMMUNITY NUMBER 12111CO277
BASE FLOOD ELEVATION
U) m
w
H
w v
I
w
> wow
¢ �'Ld
w wz
0 ° 9
Z W H
O r to
U- N LI.I N
O 6
Z ui Lu U- M
_7 H 0 0-
0 w
�z
3
who
1 311 of
9 00o
Elf po
H M W
W N
3
o O
z
GRAPHIC SCALE
(BfPUT)
i inch - 80 it
NOTE: THE BEARINGS
ARE BASED ON THE WEST
RIGHT—OF—WAY LINE OF
OLEANDER AVENUE WHICH BEARS
ON AN ASSUMED BEARING
OF SOUTH 00'14'19" EAST.
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
(R) =
RECORD
P.C. =
POINT OF CURVATURE
P. 1. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RODOLFO VEGA AND CARMINE HERNANDEZ
DATE OF FIRM FEB. 16, 2012
PANEL 0277
SUFFIX J
FIRM ZONE X
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/25/2014
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/25/2014
R.E.R.
R.E.R.
LAYOUT SURVEY
LOCATE WELLS
AND SEPTIC
08/28/2014
R.E.R.
R.E.R.
TANKS
FORMBOARD
E.F.B.
11/07/2014
R.E.R.
R.E.R.
SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
46 = FIRE HYDRANT (F.H.)
O = WATER METER (W.M.)
j2i = WOOD POWER POLE (WD. P.P.)
Jai = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
NOT TO SCALE
— X —= FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 11/07/2014 9:30 AM EST
LOT SQUARE FOOTAGE: 2.285± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 11/06/2014
1 HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH
STANDARDS OF PRACTICE FOR SURVEYS
AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027,
FLORIDA STATUTES.
0/1 Zn I2'
ROLAND E. R=vLLiNS I j DATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR140612FB