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CURVATURE
FOUND 5/8"
IRON ROD
AT LOT 18
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FOUND 5/8"
IRON ROD
SET 5/8" IRON
ROD AND CAP
"PINNACLE LB 8218"9.0'S
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FOUND 1/2"
IRON ROD
IN SEAWALL
0.5'NFENCE ONLINE ±FOUND NAIL
AND DISC
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'64.1'1.3'561.508.5472
5601 CORPORATE WAY | SUITE 103
WEST PALM BEACH, FL 33407
www.PinnacleSurveying.net | LB 8218
FORMBOARD TIE-IN SURVEY
12188 RIVERBEND LANE, PORT ST. LUCIE, FL. 34984
SCALE:1" = 30'
AERIAL PHOTOGRAPH
(NOT-TO-SCALE)
LEGAL DESCRIPTION:
LOT 20, BAY ST. LUCIE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25,
PAGE 38, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH A
NON-EXCLUSIVE ACCESS, INGRESS AND EGRESS EASEMENT OVER AND ABOVE BOTH THE
WESTERLY EASEMENT PARCEL, MORE PARTICULARLY DESCRIBED IN EXHIBIT A,
RECORDED IN OFFICIAL RECORDS BOOK 1172, PAGE 2988 AND THE EASTERLY
RIGHT-OF-WAY EASEMENT PARCEL, MORE PARTICULARLY DESCRIBED IN EXHIBIT B,
RECORDED IN OFFICIAL RECORDS BOOK 1172, PAGE 2989.
THE SEAL APPEARING ON THIS DOCUMENT
WAS AUTHORIZED BY
ON: 12/2/2020
CLYDE O. MCNEAL
PSM 2883
CERTIFIED TO:
KEVIN M. DONOVAN AND LESLIE A. DONOVAN
FLOOD ZONE:
12111C0402K
ZONE:X500
EFF:02/19/2020
- ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
LEGEND:
X.XX'
LC
#
A/C -AIR CONDITIONER
AL - ARC LENGTH
(C)-CALCULATED
D.E -DRAINAGE EASEMENT
(M)-MEASURE
P.U.B.- PUBLIC UTILITY EASEMENT
R -RADIUS
(R)-RECORD
UE -UTILITY EASEMENT
SURVEYOR NOTES
-DRIVEWAY EXTENDS THROUGH
UTILITY EASEMENT ALONG
SOUTHERN BOUNDARY LINE AS
SHOWN.
-FORM BOARD CROSSES OVER
THE WESTERLY LINE OF CANAL
AS SHOWN.
-WOOD
-LIGHT POLE
-WELL
-WATER VALVE
-CENTER LINE
-CATCH BASIN
-FIRE HYDRANT
-POLE
-MANHOLE
-TOPOGRAPHIC ELEVATION
WM -WATER METER
FF -FINISH FLOOR
O.R.B.- OFFICIAL RECORD BOOK
ELEV.-ELEVATION
-FENCE
-NUMBER
-ASPHALT
-CONCRETE
-PAVER/BRICK
Date Of Field Work - 12/30/2020 Drawn By - L.C. Order #: 100098337
GENERAL NOTES:
1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED.
2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES
FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE.
3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED
BOUNDARY LINES.
4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN.
6) ELEVATIONS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988).
7) BENCHMARK REFERENCE: NGS PID DL3210 BENCH DESCRIBED AS A CONCRETE MONUMENT WITHA BRASS DISC STAMPED "JACK BREED 2006", ELEVATION = 11.41 FEET, NAVD88.
8) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE.
9) CORNERS SHOWN AS “SET” ARE 5/8” IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR)
10) I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
VERTICAL DATA IN N.A.V.D. 1988
(SURVEY FOOT)