HomeMy WebLinkAboutSurvey-DanielLEGAL DESCRIPTION: BOUNDARY AND TOPOGRAPHIC SURVEY
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
CONSTRUCTION LAYOUT SURVEY
GWMC SCALE
l 9BB4 � SO K
NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT-OFLWAY LINE OF
JOHNSTON ROAD AND THE WEST LINE OF LOT 4 (SEE LEGAL DESCRIPTION)
WHICH BEARS NORTH 00"52110" EAST.
� ro LOT 3
(VACANT)
8 89'1704" E ((P) .AP 6]1.3,'. (P)
671.3 ` (M
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ABBREVIATIONS
A/C = MR CONDITIONER
C) CALCULATED
= CALCULATED FROM TRAVERSE
fL- CENTERLINE
CBS. CONCRETE BLOCK STRUCTURE
E/P - EDGE OF PAVEMENT
EX . = EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
ENO. = FOUND
(M) - MEASURED
N.OV.D. OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929,
LIN D. 88 = NORTH AMERICAN VERTICAL
OATVM OF 1988,
_ — J EB I SICm
BY UNF
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ry
3
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y PR9Q 41UE �.
F�ePNE41AY PROPOSED Purvr2N
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MINI UI9N PIN L5 3935
LOT 5
(VACANT)
ABBREVIATIONS
N.T.S. = NOT TO SCALE
O/S = OFFSET
POP - PERMANENT CONTROL POINT
(P) = PLAT
P O.B. = POINT OF BEGINNING
P.R.M. = PERMANENT REFERENCE MONUMENT
(P.) RECORD
P.C. PORT OF CURVATURE
P.I. POINT OF INTERSECTION
SEW SIDEWALK
T.O.S. = TOE OF SLOPE
UOKL = TOP OF BANK
ROLAM E. ROLLM
N ®p 3221 SW CRUMPACKER STREET
4 9 PORT ST. LUCIE, FLORIDA 34953
772-873-4700
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 PAIL RUNNING NORTH TO
SOUTH, 2O FEET PLUS OR MINUS NORTH OF THE CENTERLNE
OF A DIRT DRIVE INTO A CITRUS GROVE. ELWATION
N.A.VC OF 1988.
LOT 4 fie^! BOr N
-- - ' LOT 5
\ _. ... s� (VACANT)
Y a�
Will, G' g
wsu mPE
/e lv f-
t��®��
ROOM In St. Lucie County
Environmental Health
Site ST., Approved Tor Con,h.cLlgn
Supersedes All Previous Sit. Plan, for
EDITOR li5Y1-'n-\Y1t'13p &Well f4 Sq-24'7\p�
DRIP: 0
Revlew�er.yyL--
CERTIFlCATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY T0:
1) DUVETON AND VERONICA DANIELS
ELEVATIONS BASED ON NAND. OF 1968 AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MM N.S. 12111 Ano6w M1E Al NNM FEBRWRY HAN. 1o12
fAMNUNIIY NUMBkTI 12P.5 PANEL 0180
111. INN. % 9BPFX J
ADDENDUM
FIELD
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY SURVEY
E.F.&
09/07/2016
R.E.R.
R.E.R.
TOPOGRAPHIC
EF.B.
06/21/2019
R.E.R.
R.E.R.
CONSTRUCTION
J,,OUT SURVEY
06242019
/ /
..R.
RE
R.Eft.
LEGEND:
O = SET 5/d" IRON DEBAR WENT CAP P.L.S. NUMBER 4945
p = SET PAL IN DISK PLS. NUMBER 4945 UNLESS
OTHERWISE NOTED.
0 = MANHOLE (MM.)
® CATCH BASIN (C.B.)
FIRE
BRO AW IF.H.)
0 = WATER METER (W.M.
FI - V40D POWER EDLE (WD. PF
$I = CONCRETE POWER POtF (CONA P.P.).
�= ANCHOR AND GUY WIRE
-= OVERHEAD WIRES
NOT TO SCALE
X-= FENCELINE
1)'I,ANOS SHOWN HEREON WERE NOT ABSTRACTED
F6R EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF -wars OF RECORD. -
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATE EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPUED BY CLIENT.
4 BUILDING TIES ARE 97 OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
PLOT DATE AND TIME: 07/31/2019 4:30 PM EST
LOT SQUARE FOOTAGE: 5.015± ACRES
-SCALE I 1" = 20'
I HEREBY CER¶F/ THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER SJ-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT 10
SECTION 4]2.02], FLORIDA srAT_rEs,