HomeMy WebLinkAboutFinal Boundary Survey60
W
a
S
GRAPHIC SCALE
60 120
( IN FEET )
I inch = BO ft.
43.4
I
r*8.9' a _�
8.0'
5.3' I
I
I�
oEXISTINf
1 �I
PORCH 5.3' —EXISTING
1 8.9 EXISTING rn PORCH
�r RESIDENCE a.o'
7.4'
EXISTING
CONC
EXISTING RESIDENCE
DETAIL
(NOT TO SCALE)
CERTIFIED TO:
DANIELLE & CAREY KING
K & S INDUSTRIES
DESCRIPTION:
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
COUNTY, FLORIDA.
SAID LAND CONTAINS 24.05 ACRES, MORE OR LESS.
SURVEY NOTES:
1. THIS SURVEY IS NOT VALID WITHOUT A
SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A
FLORIDA PROFESSIONAL LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR
THEIR AGENT.
3. THE LAST DATE OF FIELD WORK WAS FEBRUARY
22, 2022 (SKETCH).
4. UNDERGROUND IMPROVEMENTS AND
FOUNDATIONS WERE NOT LOCATED AS PART OF
THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE
EAST R/W LINE OF PEACOCK ROAD, BEARING
N00°05'41"E, AS MONUMENTED. ALL BEARINGS ARE
RELATIVE THERETO.
6. ALL BOUNDARY INFORMATION SHOWN IS
CALCULATED PER DEED, UNLESS OTHERWISE
NOTED.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
8. PROPERTY LIES IN FLOOD ZONE "X", PER MAP
12111CO255 J, DATED 2-16-12.
9. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, SETBACKS, RESERVATIONS AND
RIGHT—OF—WAYS APPEARING IN THE PUBLIC
RECORDS.
10. OWNERSHIP OF FENCES IS UNKNOWN.
11, ELEVATIONS SHOWN ARE BASED ON THE NAVD
OF 1988,
RICHA D C. LAVENIURE DATE
FLORIDA PROFESSIONAL LAND SURVEYOR # 5209
240
CENTER OF SECTION 13-36-38 „ ^ 1 . ,'
(CALCULATED POSITION) NORTH I INF nF THE SF 1 /4 ,r. .-. .. , . 1 . 1 r, , r,�
K t V I J I U IN J— -.1 1
BOUNDARY SURVEY ADD PROPOSED FFE JOE M 91/28/20
FORM801ARD TIE-IN SURVEY .MWH 3/23/21
PREPARED FOR FINAL SURVEYJOE M 3/11/22
DANIELLE & CAREY DING
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
R/W LINE
JPLATTED ACREAGE
EGEND
CENTRAL ANGLE
CURVE RADIUS
CURVE LENGTH
CALCULATED
PLAT
DEED
= FOUND
POINT OF COMMENCEMENT
POINT OF BEGINNING
= CONCRETE MONUMENT
FINISH FLOOR ELEVATION
FLORIDA POWER AND LIGHT
OVERHEAD UTILITIES
= PK NAIL AND DISK
NAIL AND DISK
�. PROFESSIONAL LAND SURVEYOR
LICENSED BUSINESS
= PLAT BOOK
= PAGE
I = RIGHT-OF-WAY
= DRAINAGE EASEMENT
= UTILITY EASEMENT
DRAINAGE AND UTILITY EASEMENT
=INGRESS/EGRESS EASEMENT
= ELEVATION
d = ALUMINUM
= CORRUGATED METAL PIPE
T = SQUARE FEET
CURB INLET
CATCH BASIN
= FND IRC "CARTER"
LAMP POST
AT&T PEDESTAL
WOOD POWER POLE
= CONCRETE POWER POLE
GUY WIRE
C = CONCRETE
= WOOD POWER POLE
- FIRE HYDRANT
- WATER VALVE
=.SANITARY VALVE
= TOP OF BANK
= OFFICIAL RECORD BOOK
PAGE
MINIMUM
ACRES
EXISTING WELL
PROPANE TANK
DRAINAGE MANHOLE
EXISTING SEPTIC TANK
1/2" IRON PIPE
#5 IRON ROD
#5 IRON ROD AND CAP
METAL FENCE
5' BARBED WIRE FENCE
6' WOOD FENCE
38 = SECTION -TOWNSHIP -RANGE
ID = NORTH ST. LUCIE WATER
MANAGEMENT DISTRICT
= NORTH AMERICAN VERTICAL DATUM
N LAVENTURE & AS__S t , INC.
w E PROFESSIONAL SURVEYING AND MAPPING
2t52 PETERS ROAD, SUITE D
F6RT PIERCE, FLORIDA 34945
LB 7056 (772) 398-t430 PHONE (772) 398-6426 FAX
DATE:
4-20-20
SCALE:
1 =60'
JOB No.
20.3408
SHEET
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