HomeMy WebLinkAboutBOUNDARY SURVEY'SSCANNED
LOT 179 S89°14'54"E St Lucie County
118.00'
FND IRC 7688 10' D.U.E. FND IRC 7688
(0.1' SOUTH, (0.1' NORTH,
0.1' WEST) 0.1, EAST) N
W E
w
OCO
O 29.0 16.1 - 0----------, I S
O I PAV RESDP27.1' 28.8' SCALE 1 "=30'
,4-
Ln 2.3' 14.3' 1.4'
LOT 171 z Lj I w
LOT 170
EXISTING I � LOT 169
RESIDENCE 0
_ 0 0 0O O
�o"i (o L CD�
7.916
I O
13.6' 10.1' Ln
28.9'
O
O
COVERED CD CONC
PAVERS N SLAB
7.6' 7.17.7'
1.0'X1.0'
FND IRC 7688 > LU (TYPICAL)
1(0.1' SOUTH, L 0 I FND IRC (ILLEGIBLE)
0.1, EAST)- - —N— —I (0.1' NORTH)
R/W LINE 10' DFU.E. R/W LINE
N89*14 54 W
CALCULATED 0 2' VALLEY GU TER 118.00'
POSTION ❑ o (TYPICAL)
0
LEGEND
PI N7EB
R K• COURT
20'
= CENTRAL ANGLE
362.00' (SANDTRA
.LANE PER PLAT ASPHALT
R
= CURVE RADIUS
L
=CURVE LENGTH
0' R W
(C)
= CALCULATED
(P)
FND
= PLAT
=FOUND
CERTIFIED T0.
JOHN L. ORCUTT AND MARYSUE ORCUTT
IR
IP
= 5/6" IRON ROD
= t/z" IRON PIPE
ACADEMY MORTGAGE CORPORATION, ISAOA
• OHU
=OVERHEAD UTILITIES
SUPREME TITLE SOLUTIONS, LLC
CM
= CONCRETE MONUMENT
CHICAGO TITLE INSURANCE COMPANY
FFE
= FINISH FLOOR ELEVATION
= PK NAIL AND DISK
DEC+CRIPTION
J l.i (�
P.L.S..
=PROFESSIONAL LAND SURVEYOR
LOT 170, MONTE CARLO COUNTRY CLUB UNIT
1, ACCORDING TO THE PLAT THEREOF, AS
LB
= LICENSED BUSINESS
RECORDED IN PLAT BOOK 23, PAGE 25, OF 1HE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.B.
R/W
= PLAT BOOK
= RIGHT-OF-WAY
®
= EXISTING WELL
SAID LAND CONTAINS 0.41 ACRES, MORE OR
LESS.
0
AT&T PEDESTAL
SURVEY NOTES
®
= WATER METER
1. This survey is not valid without a signa
ure and original embossed seal of a Florida
= WOOD POWER POLE
Professional Land Surveyor.
= GUY ANCHOR
2. Description provided by client and/or their
agent.
O
= SET IRC LB 7056
3. The last date of field work was July 18
2018 (Sketch).
CONC
= CONCRETE
4. Underground improvements and foundations
were not located as part of this Survey.
IRC
= #5 IRON ROD & CAP
5. Bearings shown hereon are based on the
North R/W line of Pinebark Court, bearing
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
N89'14'54"W, as monumented. All bearings
are relative thereto.
x—
OO
= 6' VINYL FENCE
= CABLE TELEVISION BOX
6. All boundary information shown is. calcu
ated per plat, unless otherwise shown.,
SERVICE BOX
7. Property lies in flood zone "X", per ma
12111CO160 J, dated 2-16-12.
O
NSLRWCD
=ELECTRIC
= NORTH ST. LUCIE RIVER WATER
8. Additions or deletions to surveymaps
P
r reports b other than the signing art or
P Y 9 9 party
CONTROL DISTRICT
parties is prohibited without written conse
t of the signing party. or parties.
❑
= CATCH BASIN
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OFIWAYS, g RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS D RECORD. SUCH --�L .. `?
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY:
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RI H RD C�LAVEVXRE, FLORIDA. P.L.S. #5209 DATE
REVISION
DESCRIPTION
DATE
1
FORMBOARD TIE—IN SURVEY
3/21/18
2
FINAL SURVEY
7/19/18
3
ADD CERTS
7/20/1
REF. JOB NO.
DRAWN' BY
DATE
IDRAWING NO.
17.1850-124
MWH
11 /21 /17
17.1850-124
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1 "=30'
1 OF 1
BOUNDARY .SURVEY
PREPARED FOR
JOHN & MARYSUE ORCUTT
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
LOT
17�
S89°14'54"E
118.00'
FND IRC 7688
10' D.U.E.
FND
IRC 7688
(0.1' SOUTH,
-'
(0.1'
0.1'
NORTH,
EAST)
0.1' WEST)
I
I
N
W E
LLJ
OO
16.1 �----------
I
S
29.0'
L0o
I
PAVERS COVERED 0 27.1'
28 8
SCALE 1"=30'
L
2.3' 14.3' 1.4'
LOT 171 O
Ili I
_
z
o
LOT 170
`j
LOT 169
EXISTING
RESIDENCE
0
O
00
aj
Co
I
O
O
3 6'7. 10.1'
:;1- LfD
CD
28.9'
O
COVERED (o
PAVERS N
CONC
SLAB
(n
7.6' 7.1' 7.7'
28.9'
I o- � 1.0' X1.0'
FND IRC 7688 Q LIJj (TYPICAL)
(0.1' SOUTH, FND IRC (ILLEGIBLE)
a-• � Sri
0.1 EAST) �o -N- (0.1' NORTH)
R/W LINE 10' D.U.E. R/W LINE
N 89'14 54 W - - -
2' VALLEY GU
TER.
118.00
CALCULATED
o (TYPICAL)POSTI
0
n
LEGENDPINEB
RK COURT
CENTRAL ANGLE
3(SANDTRA
-LANE/PER PLATY_ ASPHALT
R
= CURVE RADIUS
L
= CURVE LENGTH
O' R W
(C)
= CALCULATED
FND
FND
= PLAT
=FOUND
CERTIFIED T0.
JOHN L. ORCUTT AND MARYSUE ORCUTT
IR
IP
= 5/8' IRON ROD
= IRON PIPE
ACADEMY MORTGAGE CORPORATION, ISAOA
O
= OOVEVERHEAD UTILITIES
SUPREME TITLE SOLUTIONS, LLC
M
= CONCRETE MONUMENT
CHICAGO TITLE INSURANCE COMPANY
FF E
=FINISH FLOOR ELEVATION
DESCRIPTION
= PK NAIL AND DISK
l.i
P.L.S.L.
=PROFESSIONAL LAND SURVEYOR
LOT 170, MONTE CARLO COUNTRY CLUB UNIT
1, ACCORDING TO THE PLAT THEREOF, AS
LB
= LICENSED BUSINESS
RECORDED IN PLAT BOOK 23, PAGE 25, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.B.
= PLAT BOOK
R/W
= RIGHT-OF-WAY
IESS.
®
= EXISTING WELL
SAID LAND CONTAINS 0.41 ACRES, MORE OR
Q
= AT&T PEDESTAL
SURVEY NOTES
®
= WATER METER
1. This survey is not valid without a signat
re and original embossed seal of a Florida
= WOOD POWER POLE
Professional Land Surveyor.
= GUY ANCHOR
2. Description provided by client and/or th
it agent.
0
= SET IRC LB 7056
3. The last date of field work was July 18,
2018 (Sketch).
CONC
= CONCRETE
4. Underground improvements and foundations
were not located as part of this survey.
IRC
= f#5 IRON ROD & CAP
5. Bearings shown hereon are based on th
North R/W line of Pinebark Court, bearing
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
N89'14'54"W, as monumented. All bearings
re relative thereto.
x-
El
= 6' VINYL FENCE
= CABLE TELEVISION BOX
6. All boundary information shown is. calculated
per plat, unless otherwise Shown.
=ELECTRIC SERVICE BOX
7. Property lies in flood zone "X", per map
12111CO160 J, dated 2-16-12.
NSLRWCD
W
= NORTH ST. LUCIE RIVER WATER
8. Additions or deletions to surveymaps o
p
reports b other than the signing art or
p y 9 9 party
CONTROL DISTRICT
parties is prohibited without written COnsen
of the Signlnq party or parties.
❑
= CATCH BASIN
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. UCH
INFORMATION, IF DESIRED, SHOULD BE ,OBTAINED AND CONFIRME BY BY. _
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RI
REVISION
I DESCRIPTION
1
FORMBOARD TIE-IN SURVEY
2
FINAL SURVEY
3
ADD CERTS
REF. JOB NO.
DRAWN BY
DATE
17.1850-124
MWH
11 /21 /17
F.B.,PG.
CALCULATED BY
SCALE
GPS
RCL
1 "=30'
/19/1
/20/1
iRAWING NO.
7.1850-124
SHEET NO.
1 OF 1
? z1 he
LAVE RE, FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
JOHN & MARYSUE ORCUTT
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
99.5'
100LOT179
70 S89'14 54 E
i
g^ti
118.00
10' D.:U.E,
FND IRC 7688
FND' IRC 7688.
��,,�,
(01' NORTH, .
(0.V SOUTH, .
!� ti?3
CE
0.1' EAST)
0.1' WEST)
E+ �,,�
N
.
pi,Ei AII'TiNG
St. Lucie County, FL
W E
W
^' .
O
29.Q
16.0'
----------, I
COANAVERED
S
CD
I
N
q 27.0
2'9riV
SCALE 1"=30'
O
06
O Lf)
2.41 14.3 1. 4'
S
LOT 171 O
Z
w
LOT 170
PROPOSED
I
w
�°p3
FFE=101.35
�j
99
RESIDENCE \
LOT 169
110
PROP ED,�
FFE=101,67�
I
�
FFE=102.00
mo
O
O
0
6 ' 7.8-
I
Ln
O
3.6' 10.1'
0
MIN. SETBACK REQ.
COVERED
ENTRY
N
_
;i5 j
I
FRONT
PROPOSED
DRIVE
7.6' 7.2' 7.6'
29 0'
SIDES
1.0'x1.0'
CNR SIDES QO
Y
FND IRC 7688
(0.1' SOUTH,
(TYPICAL)
FND
1 .
F��ILL�BLE)
0.1' EAST)
j1;GN T �V
R/W LINE
gg
10' D.U.EI
f
TC1 F.
N89*14'54' W
9
gg.
118.0 0'
9
CALCULATED
❑
o
2' VALLEY GUTTER
(TYPICAL)
®g0
POSTION
2
LEGEND
gg�J
gg1
20'
A = CENTRAL ANGLE
362.00" PROJECT BEN
SET NAIL/TIN T
HMARK ASPHALT p
B (NO ID) pp L
1
R =CURVE RADIUS
L = CURVE LENGTH
EL=100.00 (A
SUMED)
(C) = CALCULATED
(P) = PLAT
CERTIFIED TO: PI
EBARK COURT
FND =FOUND
IR = 5/8° IRON ROD
,
l}
GHO MEADOWOOD CORPORATION
(SA
DTRAP LANE/PER PLAT)
IP = 1/2" IRON PIPE
OHU = OVERHEAD UTILITIES
9
DESCRIPTION
(V �' R / %�)
CM = CONCRETE MONUMENT
FFE =FINISH FLOOR ELEVATION
LOT 170, MONTE CARLO COUNTRY CLUB U IT
1, ACCORDING TO THE PLAT THEREOF, AS
PKD = PK NAIL AND DISK
=PROFESSIONAL LAND SURVEYOR
RECORDED IN PLAT BOOK 23, PAGE 25, 0
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORID
LB = LICENSED BUSINESS
LB
P.B. = PLAT BOOK
SAID LAND CONTAINS 0.41 ACRES, MORE 0
LESS.
R/W = RIGHT-OF-WAY
= EXISTING WELL
SURVEY NOTES
• = AT&T PEDESTAL
o
1. This survey is not valid without a Sig ature and original embossed seal of a Florida
® = WATER METER
Professional Land Surveyor.
CQ, = WOOD POWER POLE
2. Description provided by client and/or
their agent.
I: = GUY ANCHOR
3. The last date of field work was Nove
ber 20, 2017.
O = SET IRC LB 7056
4. Underground improvements and foun ations were not located as part of this survey.
CONC = CONCRETE
5. Bearings shown hereon are based on
the North R/W line of Pinebark Court, bearing
IRC = #5 IRON ROD & CAP
N89'14'54"W, as monumented. All bearin
s are relative thereto.
D.U.E. = DRAINAGE AND UTILITY EASEMENT
6. All boundary information shown is co culated per plat, unless otherwise shown.
-X- = 6' VINYL FENCE
"- OpeF-y-j'IeS In IOO.C%COT e 'X1.,�.;-per ..��0(� 1=2- 11••60'-r)d.a .e.d 11
=CABLE TELEVISION BOX
8. Additions or deletions to survey map
toy" reports by other than the signing party or
O = ELECTRIC SERVICE BOX
parties is prohibited without written consent
of the signing party or parties.
NSLRWCD = NORTH ST. LUCIE RIVER WATER
CONTROL DISTRICT
9. All elevations shown are based on a
assumed datum.
= CATCH BASIN
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGH OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF REC1L. RD. SUCH
BY
�//A//d ---.
f(�
/1
Zz ! I
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CON rIRMED
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. I
BY:
RICHARD C. LAVE RE, FLORIDA P.L.S. #5209 DATE
DATE
BOUNDARY SURVEY
REVISION
DESCRIPTION
PREPARED FOR
GHO MEADOWOOD CORPORATION
REF. JOB NO.
DRAWN BY
DATEI
DRAWING NO.
17.1850-124
MWH
11/21/
7
17.1850-124
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1"=30f
1 OF 1
LAVENTURE &ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
St. wcle Co. F4,
a 3
Approved LOT 179
S89°14'54"E
RECEIVE®
118.00'
10' D.U.E.
FND* U8901$
FND IRC 7688
(0.1' SOUTH,
F
(0.1' NORTH,
;T.Qja iEF�I t),Permitting
0.1' WEST)
Cli
W E
LLB
OO
.1'----------
s
29.0
1
O
O
. I
�i COVERED _ 28.8'
- PAVERS 27.1'
SCALE 1' 30'
2.3' 14.3. 1.4'
LOT 171 0
z
`'-i
?
;�
LOT 170 w
I
`n
EXISTING
LOT 169
io
RESIDENCE I
O
DO
m ca '- ao
7.9' o `O
O
O
1
.6' 10.1'
d4-
O
28.9'
C
VERED (o CONC
AVERS N SLAB
7.6' 7.1' 7.7' 28.9'
o' 1.0X1.0'
FND IRC 7688 > w (TYPICAL)
(0.1' SOUTH, L a- I FND IRC (ILLEGIBLE)
0.1' EAST) o -N- - -I (0.1' NORTH)
R/W LINE 10' D.0 E. CD
R/W LINE
N89°14 54 W - -
CALCULATED 2' VALLEY GUTT R 118.00,
POSTION Elo (TYPICAL)
0
LEGEND
P I N E B A
R K COURT
362.00' (SANDTRAP .LANE
20'
PER PLAT ASPHALT
A = CENTRAL ANGLE
R = CURVE RADIUS
6
'
L =CURVE LENGTH
, R W
(C) = CALCULATED
CERTIFIED TO:
(P) = PLAT
FND =FOUND
JOHN L. ORCUTT AND MARYSUE ORCUTT
IR = 5/8" IRON ROD
ACADEMY MORTGAGE CORPORATION, ISAOA
IP = 1/2" IRON PIPE
SUPREME TITLE SOLUTIONS, LLC
OHU = OVERHEAD UTILITIES
CHICAGO TITLE INSURANCE COMPANY
CM CONCRETE MONUMENT
FFE = FINISH FLOOR ELEVATION
DESCRIPTION
PKD = PK NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
LOT 170, MONTE CARLO COUNTRY CLUB UNIT 1,
ACCORDING TO THE PLAT THEREOF, AS
LB = LICENSED BUSINESS
RECORDED IN PLAT BOOK 23, PAGE 25, OF THE
PUBLIC RECORDS OF ST..LUCIE COUNTY, FLORIDA. P.B. = PLAT BOOK
R/W = RIGHT-OF-WAY
SAID LAND CONTAINS 0.41 ACRES, MORE OR LESS.
® = EXISTING WELL
SURVEY NOTES
0 = AT&T PEDESTAL
®•= WATER METER
1. This survey is not valid without a signatu
e,and original embossed seal of a Florida'
CT) = WOOD POWER POLE
Professional Land Surveyor.
= GUY ANCHOR
2. Description provided by client and/or their
agent.
0, = SET IRC LB 7056
3. The last date of field work was July 18,
O18 (Sketch).
CONC = CONCRETE
4. Underground improvements and foundations
were not located as part of this Survey.
IRC = #5 IRON ROD & CAP
5. Bearings shown hereon are based on the
North R/W line of Pinebork Court, bearing
D.U.E. =.DRAINAGE AND UTILITY EASEMENT
N89'14'54"W, as monumented. All bearings are
relative thereto.
x- = 6' VINYL FENCE
0 = CABLE TELEVISION BOX
6. All boundary information shown is, calculated
per plat, unless otherwise shown.
7. Property lies in flood zone "X", per map •
2111CO160 J, dated 2-16-12.
O = ELECTRIC SERVICE BOX
8. Additions or deletions to surveymaps or
P
reports b other than the signing art or
P Y 9 9 party
NSLRWCD = NORTH ST. LUCIE RIVER WATER'
CONTROL DISTRICT
parties is prohibited without written consent
,of the siqninq party or parties.
I -I = CATCH BASIN
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WANS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. S�IffCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED Y BY.
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RI
Ll
REVISION
DESCRIPTION
DATE
1
FORMBOARD TIE-IN SURVEY
3/21/18
2
FINAL SURVEY
7/19/18
3 ,
ADD CERTS
7/20/18
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.
17.1850 '124
MWH
11/21/17
117.1850-124
F.B.,PG.
CALCULATED BY
SCALE
SHEET N0.
CPS
RCL
1 "=30'
1 OF 1
C. LAVEIPURE, FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
JOHN & - MARYSUE ORCUTT
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
U
f
FND IRC 7688-J
(0.1' SOUTH,
0.1' WEST)
i
I
LOT 171
LOT 179 S89'14'54" E
118.00'
LLJ [---29.0'
29.0'
I
FND IRC 7688 L
(0.1' SOUTH,
0.1' EAST)
R/W LINE
CALCULATED 0
rPOSTION o
0
10' D.U.E.
Lo
OAR S % Wt
16.0"
N o 27.0' 29.0
' R• 14.3' ��
LOT 170
EXISTING
LO FORMBOARDS
TOP OF FORMS
EL=101.71
ino oC
raj N cc
7.8'�-�
1 .7' 10.0'
Lq
n
N
29.O'l
1.0'X1.0'
(TYPICAL) L6
10' D.U.E.
N89'14'54"W
118.00' 2' VALLEY GUTTER
(TYPICAL),
'Y 1
FND IRC 7688
(0.1' NORTH,
0.1, EAST) N
W E
S
SCALE : 1 "=30'
O O
OO
LOo
o�
co O
U7
LOT 169
FND IRC (ILLEGIBLE)
�(0.1' NORTH)
R/W LINE
LEGEND
362.00' PROJECT BENCH
20'
ARK ASPHALT
A
R
= CENTRAL ANGLE
=CURVE RADIUS
SET NAIL/TIN TAB
(NO ID)
L
= CURVE LENGTH
EL=100.00 (ASSU
ED)
(C)
= CALCULATED
(P)
FND
= PLAT
=FOUND
CERTIFIED T0:
GHO MEADOWOOD CORPORATION
INEBARK COURT
IR
= s/e" IRON ROD
PERMIT # 1712=0132
(
ANDTRAP LANE/PER PLAT)
IP
CHU
= 1/2" IRON PIPE
=OVERHEAD UTILITlE5:
(V O' p /,�,I)
V R 9
CM
= CONCRETE MONUMENT
DESCRIPTION
Y
FFE
= FINISH FLOOR ELEVATION
LOT 170, MONTE CARLO COUNTRY CLUB UNIT 1
ACCORDING TO THE PLAT THEREOF, AS
PKD
P.L.S.
= PK NAIL AND DISK
= PROFESSIONAL LAND SURVEYOR
RECORDED IN PLAT BOOK 23, PAGE 25, OF'THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
SAID LAND CONTAINS 0.41 ACRES, MORE OR LESS.
R/W
= RIGHT-OF-WAY
SURVEY NOTES
®
Q
= EXISTING WELL
= AT&T P.EDESTAL
1. Th,is survey is not valid without a signature
and original embossed seal of a Florida
®
= WATER METER
Professional Land Surveyor.
71,
= WOOD POWER POLE
2. Description provided by client and/or theiragent.
E-
= GUY ANCHOR
3. The last date of field work was March 21
2018 (F.B. 17-249/59).
0
= SET IRC LB 7056
4. Underground improvements and foundations
were not located as part of this survey.
CONC
= CONCRETE
5. Bearings shown hereon are based on the
North R/W line of Pinebark Court, bearing
IRC
= #5 IRON ROD & CAP
N89'14'54"W, as monumented. All bearings a
e relative thereto.
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
6. All boundary information shown is calcula
ed per ' plat, unless otherwise shown.
x-
= 6' VINYL FENCE
7. Property lies in flood zone "X", per map
12111CO160 J, dated 2-16-12.
(0
= CABLE TELEVISION BOX
8. Additions or deletions to survey maps or
reports by other than the signing party or
O
= ELECTRIC SERVICE BOX
parties is prohibited without written consent
of the signing party or parties.
NSLRWCD
= NORTH ST. LUCIE RIVER WATER
9. All elevations shown are based on an ass
med datum.
I -I
CONTROL DISTRICT
= CATCH BASIN
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF W
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD.
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
1 FORMBOARD TIE-IN SURVEY
REF. JOB NO. DRAWN BY DATE
17.1850-124 MWH 11 /21 /17
F.B.,PG. JCALCULATED BY SCALE
GPS I RCL 1 1 "=30'
BY:
DATE
7.1850-12
SHEET NO.
1 OF 1
.Flze hc�
C. LAVENTU FLORIDA P.L.S. #5209DATE
BOUNDARY SURVEY
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX