HomeMy WebLinkAboutSurveyFND 4X4" CM, NO ID, SE CORNER OF
X NW 114 OF NE Y4 OF SECTION 18-34-40
N-7
o40' 60,
S 89*55'29" E
3,31.99
FND %8" IRC
LS #2791
BENCHMARK
ELEV. = 20.47'
20,5
44 4P
BOLJNDAR'�.
SECTIGN 18, TOWNSHIP 34 SOUTH, Ri�NGE 40 EAST
SAIINTLUCIZE COUNTY, FLLORIDA
A PAPIKIrl S
FND'5/8" I R
NO ID
0.4'NORTH
332.11
SOUTH LINE OF THE NW 1/4 OF NE 114 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST
FND IRC
UNREADABLE RICHARD TESTA
1.3'SOUTH
ST. LUCIE COUNTY
39 WIDE INGRESS AND EGRESS EASEMENT
BALD CYPRESS TRL RECORDED IN OFFICIAL RECORD BOOK 3391 PAGE 1837 9! -0
00
OCCUPIED I I .
0
LOCATION MAP
BALD CYPRESSTRAIL aNOT TO SCALE
LEGEND & ABBREVIATIONS 0 -02 .7 21. APPARENT LO
A ARC LENGTH BARN a; METAL SHED WET AREA
(DIRT FLOOR) -�t ON
'TOAlkAn
A/C AIR CONDITIONER ON SKIDS 18.9
BM BENCHMARK RAMP x 22.6 23,0 x?2
C CALCULATED FROM FIELD MEASUREMENTS 10.5 36.5 58.8'
C/L CENTERLINE
X20,6
CM CONCRETE MONUMENT MICHELLE JABETH r-_
CONIC CONCRETE C6 N
1418-132-0030-000-1
DEG OR DEGREE 18,7 CN
SOUTHWIND TRL 0 00 -0) 13.3
ELEV ELEVATION 00 12.3'
FINISHED FLOOR ELEVATION 6
FFE co u? 0, 4 18,C) .0'
VACANT 0 Q0
FND FOUND WELL SCREEN
ID IDENTIFICATION NUMBER C) ROOM 00
IP IRON PIPE 06 L0
8.7
IR IRON ROD N
19 2.9 32
IRC IRON ROD & CAP 2.3' 35.0
LB LICENSED BUSINESS x22
-20.8
5'WOOD & WM FENCE 22.80 231
LS LICENSED SURVEYOR EDWIN WILSON 22.6' x -------
M MEASURED DATA 1418-132-0040-000-4 D
MON MONUMENT COVERED
L ---
MHWL MEAN HIGH WATER LINE 4911 BALD CYPRESS TRL PORCH
NAVD NORTH AMERICAN VERTICAL DATUM OCCUPIED (FFE = 23.6) Lq
NGVD NATIONAL GEODETIC VERTICAL DATUM
Ln
NO OR # NUMBER 5'WOOD & WIRE FENCE
NTS NOT TO SCALE �21,1 19.1
OHP OVERHEAD UTILITIES X - X - X - X - X - X - x - x - x - x x - x - x - x --xx - x - x x x x x x x x
ORB OFFICIAL RECORDS BOOK
P PLAT DATA
PG(S) PAGES)
PLS PROFESSIONAL LAND SURVEYOR FND IRC 307796
POB POINT OF BEGINNING LS 27911 ! S 89*52'32," E C/L SWALE
POC POINT OF COMMENCEMENT 12'OPEN DITCH
PRM PERMANENT REFERENCE MONUMENT
HIGH
'PSM PROFESSIONAL SURVEYOR AND MAPPER
30'WIDE INGRESS A
R RADIUS RECORDED IN OFFICIAL RECORI
RLS REGISTERED LAND SURVEYOR
R RIGHT-OF-WAY EAST LINE OF THE W 1/2 OF SW 1/4 OF NE
WATER METER MIN BACK 11 REQ. TOWNSHIP 34 SOU
& AND NT
SIDES
@ AT CNR SIDES
DELTA REAR
ZNG.
UTILITY Pair TECH. MICHAEL'SPEARS-
--
PINE TREE - 1- 1418-1$3
0') --0005-000-0
U) BALD CYPRESS TRL
0
0
U)Ii
E
'z.
OCCUPIED
S EASEMENT
AND
I
STREET ADDRESS
I 21.70
21.70
21.34
21-
4911 BALD CYPRESS TRAIL
FORT: PIERCE, FLORIDA 34951
FND %"IRC
LS # 2791T.�
LEGAL DESCRIPTION
01
39.0'
THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4
x - X -X 20� 7
I'TING
OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4, LESS THE EAST
II
30 FEET LYING AND BEING IN SECTION 18. TOWNSHIP 34 SOUTH,
AGE x
I
RANGE 40 EAST, ST. 1-UCIE COUNTY, FLORIDA.
X x X
20.4
RECORDED IN OFFICIAL 1300K 2010, PAGE 1051:
0)
(0
18.1
.8 50.0'
20.51
.22,20
GE eRAL NOTES
* 1 .3
20,9
23,19 21.05
BRICK
'1 4, 4 .
1 THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
CONC
RESIDENTIAL.
DRIVE
DRIVE
21.15
, - i. .4'*
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
3:
12l.15 NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
.6
MAPPER.
22,85
20..
21.2
18A,
I REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
0
INV
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR
0
& MAPPER.
52.4'
0
4 THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
CENTERLINE OF SWALLOW LANE, BETWEEN EXISTING MONUMENTS AS
,7
SHOWN, HAVING AN BEARING OF N89-55-29"E (ASSUMED DATUM).
17,50
-----------------
22.9
INV 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
"X",
?AIAWLD
20.8 IN ZONE ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111 C 0088 K, EFFECTIVE DATE
19.9
FEBRUARY 19, 2020.
-----------------
DIRT
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DRIVE
DATUM (NAVD) OF 1988,
19.8
17.21 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
INV
x X X
- x
-R
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
19,5
19" 1
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
ti
BEEN LOCATED AND SHOWN HEREON.
9,69
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
FIND %I'IRC
20.92
21,67 BEEN LOCATED ON THIS SURVEY.
L 2791 #
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
'AY 1 ESTATES, LLC
OTHERS.
EGRESS EASEMENT
BOOK 3391 PAGE 1837
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP
1/4 OF SECT
ABANDONMENTS DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
H, RAN 40 EAST
3:
12. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 04, 2020.
Ph3nrdna &Development
Services
NOV
0
0
► b
. RECEIVED
co
O
PO 0
Q0
GLOBAL POSITIONING SYSTEM (GPS) NOTES
V)
V)
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-B+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
fo
FND % IRC
RECEIVER.
LB # 7025
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
BENCHMARK
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
ELEV. 20.42'
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
FND NAII, & DIS
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
LB # 7903
USING CARLSON SURVEY 2018.
BENCHMARK
EL EV. 20.60'
4. THE HORIZONTAL AND. VERTICAL TARGET ACCURACY FOR THIS
;
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
.6
ADMINISTRATIVE CODE (KA.C.) 5J-17-051.
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DRAWN BY, CA
E�CKED BY. CA
DATE,SEPTEMBER 10, 2020
HORIZONTAL SCALE;
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSEDAURVEYOR & MAPPER.
CHARLESRVEYARNOLD
PROFESSIONAL SUOR & MAPPER
FLORIDA LICE,! N5t4971
11WA SATE
SHEET 1 OF
PROJECT No. 20-535