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JUN 2 2 2020
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^IW LOTS 87-94
J FFE=103.64
(WELL AND SEPTIC GREATER THAN
155' FROM SUBJECT PROPERTY)
\\\98����, I FENCE TIE
(0. ' NORTH,
0. WEST) I FND IR (NO ID) °
FN IRC (ILLEGIBLE) N89"32'04'E y (0.1' NORTH,. -I Ak
(0 1 NORTH 9°' 0.1' EAST)
0.5' WEST 303.33 °
GRAPHIC SCALE CHu g8 x x x x X x x x
X x LOTS 24-26
zo o to zo ao eo _ _ FENCE TIE FFE=101.60
�-- (0.9' WEST) (WELL AND SEPTIC GREATER THAN
- ` 118' FROM SUBJECT PROPERTY)
( IN FEET ) EXISTING ro!.
1 inch = GRAVEL DRIVE c6
20 ft.
LOT 95 GREXIS IDRIVE M \
_ BLOCK B \
-d \ GENERATOR
. 10.0 CONC
SLABS
\ - J 30;0'
-( -
40.4'
CONIC
MIN. SETBACK REQ. DRIVE
FRES LOT 96 NT COVERED CONIC
\ I CI SLAB
SIDES
CNR SIDES I xNj z BLOCK B
REAR CONIC x I EXIS ING j °
ZNG. 5 .5' ' L ---- METAL
TECH.
BUILDING
I FFE=100.42 o
¢ °
�- CONG N I LEGEND
WALK CONIC
DECK I I W A = CENTRAL ANGLE
a 3 _ RESIDENCE LC) R = CURVE RADIUS
PROJECT BENCHMARK \� r" F 2.0' .FFE=102.66 `� ° O CD -
N O � I O L := CURVE LENGTH
SET NAIL/TIN TAB (NO ID) O I 0 -
EL=100.00 (ASSUMED) (f) o C M p -- O 0 (C) = CALCULATED
O O i o I 30.0' 41.3' O cV (P) PLAT
(R) = RADIAL
z jzo I FND =FOUND
O o POC = POINT OF COMMENCEMENT
y
! i I 0
POB =
POINT
OF BEGINNING
PRM _PERMANENT REFERENCE CE MON
UMENT
154.1'
CM = CONCRETE MONUMENT
J I CONC I FFE = FINISH FLOOR ELEVATION
SLAB x
I LOTS 18- -
.. 36.5 _ I 23 EL -ELEVATION
LOT 97 _ I FFE=101.33 FPL FLORIDA POWER AND LIGHT
COiVC BLOCK B - I - I '(WELL .4ND'SEPTIC.GREATER THAN OFIU =OVERHEAD UTILITIES
-
SLAB 129' FROM SUBJECT PROPERTY)
° ND = NAIL AND DISK
_ -O -- P.L.S. = PROFESSIONAL LAND SURVEYOR
LB =LICENSED BUSINESS
P.B. = PLAT BOOK
rn PG. = PAGE
CERTIFIED TO. / I D.E. = DRAINAGGE EASEMENT
L6 N ° HP = HANDICAP PIPE
JACKSON M. PHILLIPS AND SERA FINI PHILLIPS
\ LOT 98 EXISTING
� GRAVEL DRIVE ALUM _ALUMINUM
BLOCK B / CBS = CONCRETE BLOCK STRUCTURE
/ SF = SQUARE FEET
JW = CURB INLET
- / ® = CONTROL STRUCTURE
EXISTING Lo- 0 = SET IRC LB 7056
GRAVEL DRIVE o
IJ�
Kk -METAL LIGHT POLE
D. ___.� --� __ -- g9 7. : o 9�;5 � =WOOD .PILING
DESCRIPTIONZ�nq, -
� = WOOD POWER POLE
�-
rr9g (- = GUY WIRE
L F D IP (NO ID) S89'32 04 W \ 3 FND IR (NO ID)
0° ( 2 NORTH, 303.43' (0.4' SOUTH, ° CONIC CONCRETE
LOTS 95, 96, 97 AND 98, BLOCK B, _TROPICAL ACRES, ACCORDING TO / 0.2' WEST) 0.3' WEST) gg WPP = WOOD POWER POLE
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 20 OF THE 9a 2' D.U.E. = DRAINAGE AND UTILITY EASEMENT
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA FIRE HYDRANT
SAID LAND CONTAINS 1.39 ACRES, MORE OR LESS: I ENCROACHMENT = WATER VALVE
w GRAVEL DRIVE p4 =SANITARY VALVE
LOTS 99-102 (15.8' SOUTH)
FFE=103.33 pd = GAS VALVE
I � (WELL AND SEPTIC GREATER THAN ORB = OFFICIAL BANK BOOK
! 143`FROM SUBJECT PROPERTY) ... PG = PAGEA
RCP = REINFORCED CONCRETE PIPE
SURVEY . NOTES AC: = ACRES
❑ = DRAINAGE STRUCTURE
1. THIS SURVEY IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED Qs = EXISTING SEPTIC TANK
SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR.
® = EXISTING WELL
IR = #5 IRON ROD
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. IRC = #5 IRON ROD AND CAP
3. THE LAST DATE OF FIELD WORK WAS FEBRUARY 26, 2020. 0-0 3/4" BACKFLOW PREVENTER/WATER METER
4._UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART -STORM- = EXISTING STORM PIPE
OF THIS SURVEY.
-W- = EXISTING WATER MAIN
-FM- EXISTING FORCE MAIN
i!
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST R/W LINE OF DUSK WAY, -GAS- = EXISTING GAS LINE
BEARING N00°03'27"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. OD DRAINAGE MANHOLE
O = WATER METER
6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT, UNLESS -x- = 5' WOOD FENCE
OTHERWISE SHOWN. -0- = 4' CHICKEN WIRE FENCE
!I
7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111CO155 J, DATED 2-16-12. -°- = s' CHAIN LINK FENCE
® = MITERED END STRUCTURE
8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, MEs = MITERED END STRUCTURE
RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS.
9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR D REPORTS BY OTHER THAN THE
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING PARTY OR PARTIES.
10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSSUMED DATUM.
11. OWNERSHIP OF FENCES IS UNKNOWN:
BOUNDARY SURVEY BY DATE
REVISION S -
AW 4-1
PREPARED FOR
_.... ....... ... ...........
RICHARD C. LAVE URE � ,�_ -' �: DATE T T7 _.
..:... ...........
FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 JACKS - -
N & SERA PHILLIPS'
BY
DATE
FIELD
JPH
2/26/20.
CALCS
RCL
2/25/20
DRAWN!
MWH
_2/27/20
CHECKED
..RCL
2/28/20
FILE REF.
.. ........
FIELD BK //PG
1.....
20.3411
19-258/15-16
j LAVENTURE & ASSOCIATES, INC. DATE: 2-27-20 'L
PROFESSIONAL SURVEYING AND MAPPING SCALE: 1"=20',,II
2552 PETER% ROAD, SUITE D JOB No. 20.`.34L
FORT PIERCIE, FLORIDA 34945
LB 7056 (772) 398-6430 PHOW (772) 398-6426 FAX SHEET 1 OF 1