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P6 CURB INLET `s
EP/FOC ELEVATION INVERT
9.66.61'
r••r
FOUND Y2"
IRON ROD
CONCRETE Jh
EI ND
VER T L8.5' gam•
Asa
P6 CURB INLET
CONCRETE 'F'—CURB
{.pi... ' 'CONCRETE.. SIVEWA] K
E RISER (51
L=42.75, N 56•36122"
50.43' /
SET 5 8
D= 5524 3738 " IRON SET SROD IRON. ROD
PSM6376 PSM6376
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141.Q$ a, FOUND 5/8 � FOUND 5 j8
IRON ROD IRON ROD 0
N 5®•50'Agoo E `� LB6018 LB6018 d'
CA
39' OAK
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POLE 3
ANCHOR O
4
yo 0
FOUND Y2"
IRON ROD \�
LEGEND:
0
's
N
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A� w
.20(),
,;, aK
6
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CL =
CENTER LINE
PC =
POINT OF CURVE
FFE =
FINISHED FLOOR ELEVATION
SEC =
SECTION
TWP =
TOWNSHIP
RGE =
RANGE
PSM =
PROFESSIONAL SURVEYOR MAPPER
R =
RADIUS
L =
LENGTH
D =
DELTA
R/W
= RIGHT OF WAY
LP
= LIGHT POLE
WPP
= WOOD POWER POLE
POB
= POINT OF BEGINNING
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w
4Qr
r2
SO&
op
Sj
S
qpF �
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COVERED PoRC�1 �sg OAK�.
,,ssue� FOUND 5/8
T IRON ROD
45` OAK LB6018 <p
ONE STORY
WOOD FRAME f ,,
19.0'
,5" OAK
15`° TREE All,
P 3 /�
0 �!
20- DA10
e-�
*23`° PINE
12' CYPRESS
203 CHAR
s
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02
�M
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A
AqR OB
v
",moo `vim
o acb FOUND 5/8"
z `' IRON ROD
3° o0
THE 3OUTHEAST CORNER
OF THE SOUTHWEST QUARTER
OF THE SOUTHWEST QUARTER
OF SECTION 17,
TOWNSHIP 35 SOUTH,
RANGE 40 EAST
LEGAL DESCRIPTION:
FROM THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 17, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY,
FLORIDA, RUN WEST 30 FEET ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF
THE SOUTHWEST QUARTER; THENCE NORTH PARALLEL WITH THE EAST LINE OF THE
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 549.20 FEET TO
THE POINT OF BEGINNING; THENCE N 89°49'22" W, A DISTANCE OF 263.65 FEET;
THENCE N 01 °59'00" W, A DISTANCE OF 90.96 FEET TO A POINT OF INTERSECTION WITH
A CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 555.38 FEET AND A CENTRAL
ANGLE OF 4024'37"; THENCE CONTINUE ALONG SAID CURVE 42.75 FEET TO A POINT OF
CUSP; THENCE N 56°36'22" E, A DISTANCE OF 50.43 FEET; THENCE N 50°50'19" E, A
DISTANCE OF 141.08 FEET TO A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF
1,044.18 FEET AND A CENTRAL ANGLE OF 3009'47"; THENCE CONTINUE ALONG SAID
CURVE A DISTANCE OF 57.64 FEET TO A CURVE CONCAVE TO THE SOUTHWEST HAVING
A RADIUS OF 25 FEET AND A CENTRAL ANGLE OF 127026'08"; THENCE CONTINUE
ALONG SAID CURVE A DISTANCE OF 55.60 FEET; THENCE S 1 °33'42" W, A DISTANCE OF
243.56 FEET TO THE POINT OF BEGINNING.
LOT AREA: 50,719 SQ. FT.; 1.16 ACRES±
STREET ADDRESS: 3701 AND 3707 OKEECHOBEE RD, FORT PIERCE, FL
SURVEYORS NOTES:
1. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE ARE INTENDED FOR
CONSTRUCTION AND/OR DESIGN PURPOSES.
3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET.
4. BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF SOUTH 37TH STREET
BEING S00029'50"E.
5. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE HAS BEEN NO
EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.
6. NO ATTEMPT HAS BEEN MADE TO LOCATE UNDERGROUND IMPROVEMENTS.
7. THE EXPECTED USE OF THIS SURVEY MAP IS FOR OBTAINING A CONSTRUCTION PERMIT.
8. 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.
9. PARCEL ID NO. 2417-704-0063-000-6, 2417-704-0061-000-2.
10. ORIGINAL BENCH MARK - SLC "VIR 3-22 HARRY" ELEVATION=4.829M.
11. THE TRAVERSE FOR THE SUBJECT PROPERTY EXCEEDS 1:7,500 CLOSURE.
CERTIFIED T0: OSCAR CALZADILLA
CERTIFICATION:
I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED UNDER MY SUPERVISION AND IT
COMPLIES WITH THE STANDARDS OF PRACTICE, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS &
MAPPERS IN CHAPTER 5J-17.050 - 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES, AND FURTHER THAT THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS
UNLESS SHOWN OR NOTED.
Date of last field work: 05-27-20
\ mk�l - ,`�, L
Surveying & Mapping
321 HOLLY AVE
Port Saint Lucie, Florida 34952
SL I, n4JAl
STEVEN D. MARSHALL PSM 6376
Boundary Survey
Prepared on the order of:
OSCAR CALZAD I LLA
Field: SM & RA Job No.: 19:1002
Drawn: SDM Date: 07/14/2020
Scale: 1 " = 20' Sheet: 1 of 1