HomeMy WebLinkAboutFormBoard SurveyLEGAL 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 89'49'227) 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 4°24'37 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 3'09'47"; THENCE CONTINUE ALONG SAID
BACKELQW �' PREVENTOR CURVE A DISTANCE OF 57.64 FEET TO A CURVE CONCAVE TO THE SOUTHWEST HAVING
.
O AD 7 0 A RADIUS OF 25 FEET AND ' A CENTRAL ANGLE OF 127026'08 THENCE CONTINUE
j j S�TER ------
�` oK-- BEWR°A°� Et Boxlc ALONG SAID CURVE A DISTANCE OF 55.60 FEET; THENCE S 1°33'42" W, A DISTANCE OF
�o SOUTH R/ 243.56 FEET TO THE POINT OF BEGINNING.
P6 CURB INLET
ELEVATION 16.61' =CURINLET
INVERT 9.6' CONCRETE 'F'—CURB
00
y {g+ CONCRETE, SID. WALK 8g!! �0.
. j _ 044.11 oD S
c �ERISER o 09 47 O. /LOT AREA 50,719 SQ. FT.; 1.16 ACRES±
:.
j
"> 2
$ n FOUND 5 8" o�ll" FOUND 5/8
IRON ROD IRON ROD p
WPP N 50°50
,19!! E 9 LB6018 LB6018
FOUND Y2" ! N 5603692299 1 / 36" OAK \� STREET ADDRESS: 3701 AND 3707 OKEECHOBEE RD, FORT PIERCE, FL
IRON ROD L=42•75 ! 50.43 / 1 F ND 5/8 /
SET 5 8 � 1 '
R= 555 938 SET 5/8" 3s' OAK
IRON ROD ON ROD
D-4024 37 IRON ROD PSM6376 SE 8A'K 1 / SURVEYORS NOTES:
�� PSM6376
5' 2BUDDING 1 / 2 /
O 1. THIS DRAWINGISNOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA
CONCRETE il00
END WALL 8.5'®. LICENSED SURVEYOR &MAPPER.
SET BACK
25 BUILDING
b5" TREE
�� 11 WPPU 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE ARE INTENDED FOR
POLE
3 1 / CONSTRUCTION AND/OR DESIGN PURPOSES.
ANCHORO C5� p � Sv1
3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET.
0 0 0 60 / 2 4. BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF SOUTH 37TH STREET
FOUN6A—TION 20! on rn ���� BEING S00"29'50"E.
FORMS ONLY J 22) OM �- ^� �/ 5. THIS SURVEY IS BASED UPON A DESCRIPTION' PROVIDED BY THE CLIENT. THERE HAS BEEN NO
\� \� ELEVATION = 19.48 \ ®C9� / EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.
C? (TOP OF FORM) /
���• ��,® 6. NO ATTEMPT HAS BEEN MADE TO LOCATE UNDERGROUND IMPROVEMENTS.
FOUND Y2' O''' �� 7. THE EXPECTED USE OF THIS SURVEY MAP IS FOR OBTAINING A CONSTRUCTION PERMIT.
IRON ROD \�- 2g•
O%vc 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
o SFr q �� vJs boo PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
H 8 ��/ 9. PARCEL ID NO. 2417-704-0063-000-6, 2417-704-0061-000-2.
9
O 40T �� °„^O 10. ORIGINAL- _ _
/ BENCH MARK SLC VIR 3 22 HARRY ELEVATION =4.829M. (NAVD88)
pcI°?4i rn� 2%✓OAK J°= 11. THE TRAVERSE FOR THE SUBJECT PROPERTY EXCEEDS 1: 7,500 CLOSURE.
-
�006o°0os •6S� < T �� 12.PROPERTY HEREON LOCATED IN ZONE " X ". AREA OF MINIMAL FLOOD HAZARD. PER FLOOD
IINSURANCE RATE MAP 12111 CO186J, DATED 02-16-12.
I
LEGEND: \�' / ,�
CERTIFIED T0: OSCAR CALZADILLA
CL _ CENTER LINE ���` CERTIFICATION
PC = POINT OF CURVE
FFE = FINISHED FLOOR ELEVATION a e /
Rc � 3 i .HEREBY CERTIFY THAT THE .SURVEY REPRESENTED HEREON WAS PERFORMED UNDER MY SUPERVISION AND IT
F ,
SEC = SECTION
rn
'-� o� .-t-Orv�f6 0-el COMPLIES WITH THE STANDARDS OF PRACTICE, AS SET. FORTH BY THE. FLORIDA BOARD OF SURVEYORS.. &
= \ -
TWP TOWNSHIP � �`" ^�' r st. uqte�C,�o�. MAPPERS IN CHAPTER 5J 17.050 5J 17.052 OF THE FLORIDA ADMINISTRATIVE _CODE, PURSUANT TO .SECTION
0
RGE RANGE � ti � Date'it- 472.027, FLORIDA STATUTES, AND FURTHER THAT THERE ARE NO VISIBLE, ABOVE GROUND ENCROA,CHgQ,�NTS
o' FOUND 5/8 e UNLESS SHOWN OR NOTED.
PSM PROFESSIONAL SURVEYOR MAPPER �h° o / , '
, ..
2 IRON ROD RECEIVED �'� ,,,
R = RADIUS �, r
r
L = LENGTH�j'%q' MAY 12 20t� _
D DELTA
T
F'armitting Department
St. Lucie Count" STEVEN D. MARtNPS f .791-
R/W = RIGHT OF WAY �3o�oC1, Date of last field work: 05-08-21
LP = LIGHT POLE 0000�y q -. ,, p
WPP 1 �®undar WOOD POWER POLE Tom„'
rer
ti v Su
POB - POINT OF BEGINNING o
soy Ty REVISIONS: HALL Prepared on the order of:
EXISTING TREES 8-21-20 M AR
Fo NF TADD BACKFLOW PREVENTION DEVICE 8-21-20 �r I�� ���
3 57�4 ^o 11•q y REVISE PER SLC COMMENTS 9-22-20 Surveying &M C1
o REVISE PER SLC COMMENTS �- 2-20 pp i1(�
ER
,Q F ., THE SOUTHEAST CORNER �/
�F4sw �o OF THE SOUTHWEST QUARTER ADD 20' RIGHT—OF—WAY DEDICATION (SLC) 10-15-20 321 HOLLY AVE
of i4 of THE EST QUARTER
OFF SECTION 17, REMOVE DEMOLISHED IMPROVEMENTS 10-15-20 Field: SM & RA .lob No.: 1 9:1 002
TOWNSHIP 35 SOUTH, FOUNDATION FORM SURVEY 05-08-21 Port Saint Lucie, Florida 34952
RANGE ao EAST Drawn: SDM Date: 07/1 4/2020
Scale: 1 „ _ 20' Sheet: 1 of; 1
1