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LEGEND
SITE
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ST. LUCIE COUNTY , FLORIDA
VICINITY MAP
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(P) PLAT DATA TYP TYPICAL
(F) FIELD DATA EL. ELEVATION
(C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE O
FND. FOUND WM WATER METER
P.C.C. ; POINT OF COMPOUND CURVE TOB TOP OF BANK Q
P.R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE F..
P.L.S. PROFESSIONAL LAND SURVEYOR IN CABLE TELEVISION BOX \ = z
L.B. LICENSED BUSINESS w
IRC IRON ROD & CAP v SANITARY CLEAN OUT N
DELTA (CENTRAL ANGLE) ® HAND HOLE Q Z
0 RADIUS TELEPHONE BOX U O
U.E. UTILITY EASEMENT No. NUMBER W
CB CHORD BEARING PC POINT OF CURVE Z W
CENTER
N.A. V.D. OF
NORTH AMERICAN VERTICAL DATUM PT POINT U TANGENCY
�• LINE
LEGAL DESCRIPTION o w
Z
UNIT 6, BAYBERRY VILLAGE, HARBOUR RIDGE PLAT NO. 7, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE
OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA, RECORDED IN PLAT BOOK 26, PAGES
3-36.
SURVEYORS NOTES AND REPORT: ui
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND vJ^
PER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS O O J a0
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. U
2. THE LAST DATE OF FIELD WORK WAS FEBRUARY 22, 2021. a U w O
3. PARCEL CONTAINS 0.30 ACRES, MORE OR LESS. n/ Q V LL `
4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON LL
WERlli
E NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS W 2 u �
OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE (�
VERIFICATION. L.1_ IY Eno
=
5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF z
THIS SURVEY. _
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6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OFHARBOUR RIDGE PLAT NO, 7, PER THE LINE LABELED 0. F~- w
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ON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY _ vl = m U
FEET AND DECIMAL PARTS THEREOF. r ,
7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). v ~ co J
8. ELEVATIONS ARE BASED ON THE GPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY PRO, VERSION 4.95. ui C* Fill/REALTIME PROCESSING IS BASED ON THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK DESIGN MEETS THE IL O `-
GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY �/� LL
THE FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR v
HORIZONTAL CONTROL SURVEYS.
SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS
SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS,
10. THIS PROPERTY LIES IN FLOOD -ZONE "X," ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111CO406K, DRAWN BY: FS
EFFECTIVE FEBRUARY 19, 2020s CHECKED BY: MTO
11. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDAI UN SS' 0(}iERWISE NOTED,
12. THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW TIES FROM .1N�-At• D03f Tb.THE PROPERTY LINES, PROJECT: 20-131
Nj/ y� lip
DATE: 2/22/2021
/ ��e 555U1446 4' SCALE: AS SHOWN
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STATE OF
SHEET
MLORREGISTRATION
DA REGIST E OR AND;,,M X��/ �C=O�a SI NATURE ATE: 1 OF 1
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