HomeMy WebLinkAboutBoundary SurveyLEGAL DESCRIPTION:
PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 4125, PAGE 1129,
ST. LUCIE COUNTY PUBLIC RECORDS.
THAT PIECE OR PARCEL OF LAND 104 FEET NORTH TO SOUTH 140 FEET EAST
TO WEST AND LYING IN THE E1/2 OF THE SE1/4 OF THE NW1/4 OF THE
NW1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, AND MORE
PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT AT THE
INTERSECTION OF THE SOUTHERLY RIGHT—OF—WAY LINE OF ARNOLD ROAD AND
THE EASTERLY RIGHT—OF—WAY LINE OF SOUTH 38TH STREET, RUN EASTERLY ON
THE SOUTHERLY RIGHT—OF-WAY LINE OF ARNOLD ROAD A DISTANCE OF 140
FEET TO A POINT; THENCE RUN SOUTHERLY ON A LINE PARALLEL TO THE
EASTERLY RIGHT—OF—WAY LINE OF SOUTH 38TH STREET, A DISTANCE OF 104
FEET TO A POINT; THENCE TURN RUN WESTERLY ON A LINE PARALLEL TO THE
SOUTHERLY RIGHT-OF—WAY LINE OF ARNOLD ROAD, A DISTANCE OF 140 FEET TO
A POINT ON THE EASTERLY RIGHT—OF—WAY LINE SOUTH 38TH STREET; THENCE
TURN RUN NORTHERLY ALONG SAID RIGHT—OF—WAY LINE THEREOF, A DISTANCE
OF 104 FEET TO THE POINT OF BEGINNING, RECORDED IN OFFICIAL RECORD
BOOK 236, PAGE 1441, OF ST. LUCIE COUNTY; FLORIDA.
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FOUND 4" X 4" CONCRETE
MONUMENT WITH DRILL HOLE
CATCH'BASIN IN
CONCRETE APRON
TOP ELEVATION = 16.78
W .
w
SECTION 20,
TOWNSHIP 35 SOUTH,
RANGE 40 EAST
CATCH BASIN IN
SET MAG NAIL IN DISK
CONCRETE APRON
TOP ELEVATION = 17.08
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 17.90
ARNOLD ROAD
(RIGHT—OF—WAY VARIES)
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NOTE: PROPOSED
DRAINFIELD AND
SEPTIC TANK CONFIGURATION DESIGNED
BY IBRAHAM CHABAB P.E.
SECTION
20,
TOWNSHIP 35
SOUTH,
RANGE 40
EAST
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK ONE
ELEVATION = 17.72
41 .70' O/S
40.46' 0/5
BASIS OF BEARINGS)
N 89041'09" E (M)
0
a
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.
IN, SETBACK Er' MNi 17 ,n
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK THREE
ELEVATION = 17.45
FOUND 1/22" IRON PIPE
0.41' SOUTH AND 0.01' EAST
OF PROPERTY CORNER
EDGE OF PAVEMENT
140.00' (L.D.) AND (M)
FORMBOARD
ELEVATION = 19.74
S 89`41'09" W (M)
\FENCE CORNER POST IS
1.0' SOUTH AND 0.5' WEST
OF PROPERTY CORNER
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— x
— x —x
— x
140.00' (L.D.) AND (IN
SECTION 20,
TOWNSHIP 35 SOUTH,
RANGE 40 EAST
DRIVEWA
38.20' O/S
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24.00'
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11.16' U)
Q/S
0 III
4' HIGH CHAIN LINK FENCE
OS 140.7 FEET LONG
\FENCE CORNER POST IS
0.9' SOUTH AND 0.9'.EAST OF
PROPERTY CORNER
SECTION 20,
TOWNSHIP 35 SOUTH,
RANGE 40 EAST
4' HIGH CHAIN LINK FENCE
CIS 104.5 FEET LONG
FENCE CORNER POST IS
1.5' SOUTH AND.0.3' EAST OF
PROPERTY CORNER
ABBREVIATIONS:
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
V
GRAPHIC SCALE
(MRFm)
1 inch — 8D iL
NOTE: THE BEARINGS ARE BASED ON THE SOUTH
RIGHT—OF—WAY LINE OF ARNOLD ROAD ON GRID
NORTH FLORIDA EAST NAD83 PROJECTION.
WHICH BEARS NORTH 89'41'09" EAST
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) ZAMUDIO CONCRETE WORK, INC
BENCHMARK REFERENCE:
FOUND CONCRETE MONUMENT WITH BRASS DISK ST. LUCIE COUNTY
GCY 1993. MONUMENT CAN BE FOUND IN A GRASS MEDIAN,
APPROXIAMATELY 200 FEET EAST OF THE INTERSECTIONOF
HARTMAN ROAD AND VIRGINIA AVENUE (STATE ROAD 70).
MONUMENT IS APPROXIMATELY 3 FEET EAST OF THE EAST END OF
A CONCRETE MEDIAN, GCY 1993 ELEVATION = 16.562 N.A.V.D. OF
1988.
' ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1� I
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO186J DATE OF FIRM FEBRUARY.I6TH, 2012
COMMUNITY NUMBER 120205 PANEL OqM
FIRM ZONE X SUFFIX J
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
SURVEY
E.F.B.
10/08/2018
R.E.R.
R.E.R.
TOPOGRAPHIC
SURVEY
E.F.B.
10/08/2018
R.E.R.
R.E.R.
TREE
SURVEY
E.F.B.
10/08/2018
R.E.R.
R.E.R.
CONSTRUCTION
LAYOUT SURVEY
11/01/2018
R.E.R.
R.E.R.
REVISE
CONSTRUCTION
12/12/2018
R.E.R.
R.E.R.
LAYOUT SURVEY
REVISE
CONSTRUCTION
02/07/2019
R.E.R.
R.E.R.
LAYOUT SURVEY
FORMBOARD
SURVEY
E.F.B.
02/19/2019
R.E.R.
R.E.R.
CONSTRUCTION
LAYOUT SURVEY
07/29/2020
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.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
+ = FIRE HYDRANT (F.H.)
O = WATER METER (W.M.)
Ri = WOOD POWER POLE (WD. P.P.)
J� = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— = OVERHEAD WIRES
— = NOT TO SCALE
— X —= FENCEUNE
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: 07/29/2020 11:45 AM EST
LOT SQUARE FOOTAGE: 0.334+ ACRE
SCALE`: 1" 20'
DATE OF LAST FIELD WORK: 02/19/2019
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.
0'7 V /Z6U
ROLAN1a E. - _^ LINE = DATE OF 4GNATU E
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID -I WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
JOB NUMBER: RR180901CLS � ^