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CENTER OF SECTION 13-36-38
(CALCULATED POSITION) NORTH LINE OF THE SE 1/4
FND IRD � OF SECTION 13-36-38 N SLWM D CANAL. NO. 107
T(85' R/W)
a711ver_
TFE TOB TOB- TOB TOB�' TOBFENCE TIE 42.5' N89°58'Q3"E ��(1.1' .SOUTH) ,y`L '� '�' FENCE TIE / FENCE TIE
�j 0.7' EAST) 1255.56 (0.9' NORTH) i (0.8' NORTH
W 8� ooI ENCROACHMENT
~30" CMP
W E
a (ALUM SHED/3.9' NORTH)
" o 19,X9, o '',o
Of I I z ALUM .SHED r r
z
z z m 24" CMP
0
o
w o a o
0 0
S
J \
I PROPOSED )
GRAPHIC SCALE I 769 SQ FT
SEPTIC SYSTEM o �% 9
so 0 30 60 120 240
I w I I I I 10,000 + SQ FT ///
"M i UNOBSTRUCTED
z ^ o AREA AVAILABLE \
CID( IN FEET) o p
1 inch - 60 ft. z w IOI L J
43.3' I ^ UI I o 1
o , 0 0 200.0' I I 995.7'
a.o'I r- VI ROPOSED
5.3' i Q RESIDENCE PROPOSED\ m
WATER
to I I I IWI (5, E DETAIL) j SERVICE
1 N o I O,
PROPOSED I PROPOSED ui 0i �5
PORCH 1 s.3' RESIDENCE ° PROPOSED ( z I I I I I
I o PROPOSED i PORCH j PROPOSED
MINIMUM ' J /- 25 WELL / o
`4 FFE = XX.XX' z - - - - - - - +JI C o (MwIMuM)
U I I pIROPOSED /
PROJECT BENCHMARK GRAVEL
I I TOP OF IR&C LB7056 DRIVE / m
ELEV = 21.57' 0
0
'b (NAVD 1988)
I I ,
26.0'
' n^�I 9
PROPOSED M w
20'X20` GONG I z I / o
00
Ln
PROPOSED RESIDENCE oro
o
I
DETAIL ~WEST 1/2 OF
1 J
< ^rI= : - •�- SECTION 13 36-38
I I I &
r ^�
CERTIFIED T0:
DANIELLE & CAREY KING 35.0' 85.0'
ao
K & S INDUSTRIES I I 'r
"x CD.
DESCRIPTION: N� ��
ED
THE NORTH 834.08 FEET OF THE WEST ONE-HALF
OF THE SOUTHEAST ONE -QUARTER, LESS ROAD AND
CANAL RIGHT-OF-WAYS, ALL IN SECTION 13,
TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE I I
COUNTY, FLORIDA. w"
SAID LAND CONTAINS 24.05 ACRES, MORE OR LESS.
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SURVEY NOTES: INI x oIQ '
1. THIS SURVEY IS NOT VALID WITHOUT A IW I Iv
SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A I o
FLORIDA PROFESSIONAL LAND SURVEYOR.
I I ti 8'GEASTTIE
2. DESCRIPTION PROVIDED BY -CLIENT AND/OR
THEIR AGENT. o, j S89°58'03"W
3. THE LAST DATE OF FIELD WORK WAS MARCH 18, I Uµx I 1256.99'
2020. I �o
4. UNDERGROUND IMPROVEMENTS AND
FOUNDATIONS WERE NOT LOCATED AS PART OF I w I C / o
THIS SURVEY. z I m
5. BEARINGS SHOWN HEREON ARE BASED ON THE
EAST R/W LINE OF PEACOCK ROAD, BEARING I I 1 ( o
NOO°05'41 "E, AS MONUMENTED. ALL BEARINGS ARE x
RELATIVE THERETO:
6. ALL BOUNDARY INFORMATION SHOWN IS I z
CALCULATED PER DEED, UNLESS OTHERWISE -
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR ��, I� UNPLATTED ACREAGE
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES. wI�
8..PROPERTY LIES IN FLOOD ZONE "X PER MAP z z
z W
12111CO255 J, DATED 2-16-12. � z
9. LANDS SHOWN HEREON WERE NOT ABSTRACTED o 0
FOR EASEMENTS, SETBACKS, RESERVATIONS AND oIs PROJECT BENCHMARK
RIGHT-OF-WAYS APPEARING IN THE PUBLIC o a TOP OF IR&C LB7056
RECORDS. ELEV = 21.99'
10. OWNERSHIP OF FENCES IS UNKNOWN. F (NAVD 1988)
ll. ELEVATIONS SHOWN ARE BASED ON THE NAVD (420' SOUTH OF SOUTH - REVISION S - BY DATE
OF 1988. E ' ., OF SOUTH PROPERTY LINE) BOUNDARY HC TOPOGRAPHIC SURV _ _, ;. __ _
%4101Ge LA (,� •,,
BY: % P• Ns_�w s' Lj•s _2 gip PREPARED FOR
RICHARD C. LAVENTURE e �$ DATE
FLORIDA PROFESSIONAL LAN¢ RVEYOR # 52t��?
DANIE�Y�E 8c CAREir KINDnow
TOB m TOB
'. '.
R/W LINE - -
FENCE TIE
(1.6' SOUTH,
0.4' EAST)
ry�1 Q�
UNPLATTED ACREAGE
w
N c
O O
O �
o� LEGEND
CENTRAL ANGLE
R CURVE.RADIUS
LENGTH
L =CURVE LENGTHH
(C) = CALCULATED
(P) - PLAT
(D) - DEED
POC POINT OF COMMENCEMENT
POB = POINT OF BEGINNING
CM = CONCRETE MONUMENT
FFE FINISH FLOOR ELEVATION
11 ti� y FLORIDAFPL POWER
LD LIGHT
CHU OVERHEAD UTILITIES
PKD , = PK NAIL AND DISK
NO = NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
P.B. = PLAT BOOK
PG. = PAGE
R/W = RIGHT OF -WAY
D.E.= DRAINAGE EASEMENT
U.E = UTILITY EASEMENT
D.U.E. = DRAINAGE AND UTILITY EASEMENT
LE.E. = INGRESS/EGRESS EASEMENT
o EL = ELEVATION
��5 ^ ALUM = ALUMINUM
CMP - CORRUGATED METAL PIPE
0 o SQ FT = SQUARE FEET
W = CURB INLET
E] = CATCH BASIN
0 _ FND IRC "CARTER
= LAMP POST
p = AT&T PEDESTAL
°'O� = WOOD POWER POLE
fD, CONCRETE .POWER POLE
(_ = GUY WIRE
q/ �/ CONC = CONCRETE
gi FENCE TIE (0.1' EAST),/WPP = WOOD POWER POLE
= FIRE HYDRANT
FND IRC "CARTER" D4 = WATER VALVE
(0.1' SOUTH). pd = SANITARY VALVE
TOB = TOP OF BANK
ORB = OFFICIALRECORD BOOK
PG = PAGE
MIN. = MINIMUM
AC. = ACRES
® = EXISTING WELL
0ti/ Q = PROPANE TANK
= DRAINAGE MANHOLE
05 =EXISTING SEPTIC TANK
IP = 1/2" IRON PIPE
IR = #5 IRON ROD
IRC = #5 IRON ROD AND CAP
.-o- = METAL FENCE
-x- = 5' BARBED WIRE FENCE
-o- = 6' WOOD FENCE
13-36-38= SECTION TOWNSHIP RANGE
NSLWMD = NORTH ST LUCIE WATER
MANAGEMENT DISTRICT
NAVD = NORTH AMERICAN VERTICAL DATUM
BY
DATE
FIELD
JPH
3/18/20
CALCS
RCL
3/17/20
DRAWN
MWH
3/19/20
CHECKED
RCL
3/19/20
FILE REF.
FIELD BK/PG
20.3408
GPS
N
LAVENTURE & ASSOCIATES, INC.
w E PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
4-20-20
SCALE:
1 "= 60'
JOB No.
20.3408
SHEET
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