HomeMy WebLinkAboutBoundary Survey- Construction Layout 2-16-22LEGAL DESCRIPTION:
ALL OF LOT 4, POSTOBELLO, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 43, PAGE 30, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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SET MAG NAIL IN DISK
ROLLINS PLS 4945 I
SITE BENCHMARK THREE
ELEVATION = 21.19_T
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SET MAG NAIL IN
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4945 SITE
BENCHMARK TWO
ELEVATION = 20.85
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SET MAG NAIL IN
DISK ROLLINS PLS
49, SITE
BENCHMARK ONE
ELEVATION = 20.53
F-
FENCE END POST IS
6.0' SOUTH AND 2.7' WEST
OF PROPERTY CORNER
—FENCE END POST IS
M 0) 2.0' WEST OF
ui 14i PROPERTY LINE
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APRON
CONCRETE
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NCE END POST IS
2.6' WEST OF
PROPERTY LINE
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FOUND 4" X 4" CONCRETE MONUMENT
WITH BOLT IN
ALUMINUM DISK PRM LS 3435
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CONSTRUCTION LAYOUT SURVEY
GRAPHIC SCALE
(ntnu)
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NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY LINE OF
JOHNSTON ROAD AND THE WEST LINE OF LOT 4 (SEE LEGAL DESCRIPTION)
WHICH BEARS NORTH 00052'10" EAST.
290.72'
CONCRETE
DRIVEWAY
LOT 3
S 89'17'04" E (P) 671.30' (P)
S 89°17'04" E (M) 671.30' (M)
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ABBREVIATIONS:
A/C = AIR CONDITIONER
C) = CALCULATED
C.F.T.) = CALCULATED FROM TRAVERSE
� = CENTERLINE
C.B.S. = CONCRETE BLOCK STRUCTURE
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. 88 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
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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. 1. = POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
T.O.B. = TOP OF BANK
MIN. SETBACK REQ.
FRONT
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TECH.
ROLAND E. ROLUNS
E �/ LAND SUFNUOIR
R -- P 3221 SW CRUMPACKER STREET
8 PORT ST. LUCIE, FLORIDA 34953
772- 873- 4700
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N 89'17'04" W (M) 671.30' (M)
N 89'17'04" W (P) 671.30' (P)
LOT 5
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) DUVERTON AND VERONICA DANIELS
BENCHMARK REFERENCE:
FOUND ST. LUCIE COUNTY 1993 GPS BRASS DISK IN CONCRETE
1 MILE PLUS OR MINUS NORTH OF ANGLE ROAD ON JOHNSTON
ROAD, 11 FEET PLUS OR MINUS EAST OF THE EAST EDGE OF
PAVEMENT OF JOHNSTON ROAD, 2 FEET PLUS OR MINUS
WESTERLY OF A GUARD RAIL RUNNING NORTH TO SOUTH, 20
FEET PLUS OR MINUS NORTH OF THE CENTERLINE OF A DIRT
DRIVE INTO A CITRUS GROVE. ELEVATION = 19.68 N.A.V.D. OF
1988.
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS ioo
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111C0160J DATE OF FIRM FEBRUARY
COMMUNITY NUMBER 120285 PANEL 0160
FIRM ZONE X SUFFIX J
FI ELD
ADDENDUM BOOK PAGE DATE BY CHECKED
2012
BOUNDARY
E.F.B.
09/07/2018
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
06/24/2019
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
06/24/2019
R.E.R.
R.E.R.
LAYOUT SURVE
REVISE
CONSTRUCTION
02/18/2020
R.E.R.
R.E.R.
LAYOUT SURVE
REVISE
CONSTRUCTION
03/12/2020
R.E.R.
R.E.R.
LAYOUT SURVE
REVISE
CONSTRUCTION
03/30/2020
R.E.R.
R.E.R.
LAYOUT SURVE
FINAL
SURVEY
E.F.B.
01/29/2021
R.E.R.
R.E.R.
TOPOGRAPHIC
E.F.B.
01/29/2021
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
02/16/2022
R.E.R.
R.E.R.
LAYOUT SURVE
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.
= MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
46 = FIRE HYDRANT (F.H.)
F=-il = WATER METER (W.M.)
= WOOD POWER POLE (WD. P.P.)
J� = 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: 02/16/2022 8:00 AM EST
LOT SQUARE FOOTAGE: 5.015 ± ACRES
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 01/29/2021
1 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.
a
ROLAND E.:ROLLINS_ DATE OF SIGN TUR
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE
AND THE
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED
SURVEYOR AND MAPPER.
JOB NUMBER: RR180813POOLCLS