HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEYLEGAL DESCRIPTION:
LOT 5, BLOCK 3, FORT PIERCE SHORES UNIT ONE, AS PER
PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 9, OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SET 5/8" IRON REBAR WITH
CAP ROLLINS PLS 4945
(POINT OF INTERSECTION)
CURVE ONE
CENTRAL ANGLE = 11'43'33"
RADIUS = 1689.39'
ARC LENGTH = 345.74'
CHORD LENGTH = 345.13' (P) 344.69' (M)
CHORD BEARING = S 12'22'19" E (P)
S 12'22'50" E (M)
CURVE TWO
CENTRAL ANGLE = 2'25'01 "
RADIUS = 1689.39'
ARC LENGTH = 71.26'
CHORD LENGTH = 71.26' (P) 71.18' (M)
CHORD BEARING = N 19'26'35" W (P)
N 19'26'35" W (M)
(BASIS OF BEARINGS)
CURVE THREE
CENTRAL ANGLE = 10'23' 15"
RADIUS = 1659.39'
ARC LENGTH = 300.84'
CHORD LENGTH = 300.43' (P) 300.08' (M)
CHORD BEARING = S 13'02'27" E (P)
S 13'02'54" E (M)
CURVE FOUR
CENTRAL ANGLE - 2'25'01"
RADIUS = 1659.39'
ARC LENGTH = 70.00'
CHORD LENGTH = 69.99' (P) 69.91' (M)
CHORD BEARING = N 19'26'35" W (P)
N 19'26'35" W (M)
CURVE FIVE
CENTRAL ANGLE = 2'25'01"
RADIUS = 1519.39'
ARC LENGTH = 64.09'
CHORD LENGTH = 64.09' (P) 64.06' (M)
CHORD BEARING = S 19'26'35" E (P)
S 19'32'50" E (M)
SET 5/8" IRON REBAR WITH
CAP ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 3.05
r
BOUNDARY AND TOPOGRAPHIC SURVEY
SEMINOLE BOULEVARD (PLAT)
MOORINGS LANE (FIELD)
(70.00' WIDE RIGHT-OF-WAY)
FOUND 3" X 3"
CONCRETE MONUMENT
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ABBREVIATIONS:
A/C = AIR CONDITIONER
(C) = CALCULATED
(C.F.T.) = CALCULATED FROM TRAVERSE
Y = CENTERLINE
C.B.S. = CONCRETE BLOCK STRUCTURE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
FND. = FOUND
(M) = MEASURED
N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL
DATUM OF 1929.
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
P.O.B. = POINT OF BEGINNING
P.R.M. = PERMANENT REFERENCE MONUMENT
(R) = RECORD
P.C. = POINT OF CURVATURE
P.I. = POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
T.O.B. = TOP OF BANK
GRAPHIC SCALE
ROLAND E. ROL UNS
E LAND SURVEYOR
R P 3221 SW CRUMPACKER STREET
8 PORT ST. LUCIE, FLORIDA 34953
772-873-4700
( IN FM )
1 lwh - 20 !!
NOTE: THE BEARINGS ARE REFERENCED ON THE CENTERLINE OF
CHORD OF OAK DRIVE. (SEE LEGAL DESCRIPTION)
WHICH BEARS NORTH 19'26'35" WEST (CURVE TWO).
NOTE: 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.
ADDRESS OF SUBJECT PROPERTY:
2426 OAK DRIVE,
FORT PIERCE, FLORIDA.
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RICHARD K. WOODIN
BENCHMARK REFERENCE:
FOUND BRASS DISK IN CONCRETE MONUMENT STAMPED
DEPARTMENT OF NATURAL RESOURCES 94-77-A30. LOCATED
2.6 MILES NORTHEASTERLY ALONG A-1-A OF THE EAST END OF
THE NORTH BEACH CAUSEWAY BRIDGE OVER THE INDIAN RIVER IN
FORT PIERCE NEAR THE ENTRANCE TO A PARK AND MUSEUM.
LOCATED 115 FEET SOUTH OF THE CENTERLINE OF THE
ENTRANCE DRIVE AND 30 FEET EAST OF THE CENTERLINE OF
STATE ROAD A-1-A AND 11 FEET NORTHEAST OF AND
UNDERGROUND CABLE MARKER POST. ELEVATION = 5.043
NATIONAL GEODETIC VERTICAL DATUM OF 1988.
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1 .0-
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO181K DATE OF FIRM FEBRUARY 19, 2020
COMMUNITY NUMBER 120285 PANEL 0181
FIRM ZONE X SUFFIX K
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
SURVEY
E.F.B.
12/21/2022
R.E.R.
R.E.R.
TOPOGRAPHIC
SURVEY
E.F.B.
12/21/2022
R.E.R.
R.E.R.
UPDATE
SURVEY
E.F.B.
04/24/2023
R.E.R.
R.E.R.
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
(D = MANHOLE (M.H.)
ONE = CATCH BASIN (C.B.)
-• = FIRE HYDRANT (F.H.)
O = WATER METER (W.M.)
0 = WOOD POWER POLE (WD. P.P.)
0 = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
= NOT TO SCALE
— X — = FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 04/27/2023 1:00 PM EST
LOT SQUARE FOOTAGE: 0.215+ ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 04/24/2023
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
ROLAND E,. ROLLINS ATE
PROFESSIONAL. LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR221208UD