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LOT 180
FND IRC 6018
(0.1' EAST)--,,_
> FND IRC 6018 LOT 181
S89'14 54 E (0.1' SOUTH, 5
1 20.00' 99 0.1' EAST)-,,,99.
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LOT 169 0 -
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R/W LINE
FND IR (NO ID)
(0.1' SOUTH,
30.0'
_�_30.0'-
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SLAB
100.2'
X
�' x
CONC EXISTING CONC
DECK POOL DECK
x
26.1'
1 17.9' o COVERED- 16.1'
46.8 PAVERS
5.2' 1. 4'
3.5' 13.1 .-
LOT 168 lo
EXISTING
RESIDENCE 4
FFE=101.69
COVERED
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0
1.2^ 9' n 4
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CONC-I o
SLAB N
�30.0' 7.5' 8.5 7.5'
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1001 10' D.U.E. `D
N89°14'54"W .
711
-29.9'
99.6,
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S
SCALE : 1 "=30'
�T LOT 167
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-29.9' 0-
0
FND IRC 6018
R/W LINE
0.1' WEST) 0 120.00 (0.1 SOUTH)
2' VALLEY GUTTER
M
(TYPICAL)
CALCULATED
LEGEND
P I N E B A R K COURT
20.
A = CENTRAL ANGLE
598.00' (SANDTRAP LAN PER PLAT)ASPHALT
R = CURVE RADIUS
L = CURVE LENGTH
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(60' R/vV
(C) = CALCULATED
(P) = PLAT
CERTIFIED TO: PROJECT BENCHMARK
FND = FOUND
IR = 5/8" IRON ROD
KENNETH J. BORTNICK SET NAIL/TIN TAB (NO ID)
IP = 1/2" IRON PIPE
SEACOAST NATIONAL BANK, ISAOA EL=100.00 (ASSUMED)
CHU = OVERHEAD UTILITIES
SUPREME TITLE SOLUTIONS, LLC
CM = CONCRETE MONUMENT
CHICAGO TITLE INSURANCE COMPANY
FFE = FINISH FLOOR ELEVATION
D E S C R I P TI O N
PKD = PK NAIL AND DISK
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P.LS. =PROFESSIONAL LAND SURVEYOR
LOT 168, MONTE CARLO COUNTRY CLUB, UNIT 1, ACCORDING TO THE PLAT THEREOF, AS
LB = LICENSED BUSINESS
RECORDED IN PLAT BOOK 23, PAGE 25,i OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.B. = PLAT BOOK
R/W = RIGHT-OF-WAYWELL
SAID LAND CONTAINS 0.41 ACRES, MORE OR LESS.
® =IRRIGATION L
SURVEY NOTES
= AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
® = WATER METER
y
Professional Land Surveyor.
= WOOD POWER POLE-
2. Description provided by client and/or their agent.
E:-- = GUY ANCHOE-•,mow -,.- y
3. The last date of field work was February 18, 2022 (Sketch).
= FND IRC L405 "n ,•:
O � ��A,; .�Y;'.r�y
4. Underground improvements and foundations were not located as part of this survey.
CONC = CONCRELEE`,,,�
IRC = y5 IRON
5. Bearings shown hereon are based on the North R/W line of Pinebark Court, bearing
N89"14'54"W, as monumented. All bearings are relative thereto.
6. All boundary information is
D.U.E. = DRAINAGE AND" .247�A�SEME1,11
x- = a' AL�r g�tcc�
shown calculated per plat, unless otherwise shown.
"X",
= CABLE,TL68,1AF7e�; i; s:•m� a
7. Property lies in flood zone per map 12111CO160 J, dated 2-16-12.
'
p = ELECTRIC c sox*
8. Additions or deletions to survey maps or reports by other than the signing art or
•.,.:::w �'�
parties is prohibited without written consent of the signing party or parties.
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As flWILr' EeEvgTfON rw4
9. All elevations shown are based on an assumed datum.
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
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N.,,
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INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY
By; (
/
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
,
RICHAR C. LA N L-ORIDA P.L.S. #5209 AT
REVISION
DESCRIPTION
DATE
1
ADD PROPOSED POOL AND DECK
1/21/21
2
ADD DECK DIMENSIONS (TRAINING WHEELS)
7/14/21
3
FORMBOARD SURVEY
12/23/21
4
FINAL SURVEY
2/18/22
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.
20.1850-31'2
MWH
1 /11 /21
20.1850-312
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1"=30'
1 OF 1
BOUNDARY SURVEY
PREPARED FOR
KENNETH BORTNICK
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
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