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LOCATION II m
NDT TO SCALE
STREET ADDRESS
372 CYCLONE DRIVE, r 14;% E. FL 34945
LEGAL DESCRWTION
THE OUTH 150 FEET OF THE NORTH 3160 FEET OF THE WEST
OF E NE X OF THE Sw Y. OF THE NE X OF SECTION 8,
TO SHIP 35 SOUTH. RANGE 39 EAST, LYING AND BEING IN ST.
LU COUNTY, FLORIDA.
T THER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER
THE FOLLOWING DESCRIBED PROPERTY THE NORTH 60 FEET OF
THE WEST Y= OF THE NE Y4 OF THE SW X OF THE NE Y4; AND
THE NORTH 60 FEET OF THE EAST h OF THE NW X OF THE SW
Y. THE NE X, ALL IN SECTION 8, TOWNSHIP 35 SOUTH,
RA 39 EAST, ST. LUCIE COUNTY, FLORIDA.
GENERAL NOTES
i oc--T1iE IWARMS SMWIW HEWOiN' ARE BASED UPON THE EAST
MME CC?UNi"Y, FL HJMV A y. OF THE SW Y• OF THE NE Y, Cr
OF WEST i1 8F HE NE +
OR�A BEARING OF SOr310 3YE. (ASSUMED
DATUM)
2. FLOOO NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE aXw, ACCORDING TO THE FLOOD INSURANCE RATE MAP.
COMUUNITY PANEL NO, 12111C 0165 J, EFFECTIVE DATE
FEBRUARY 16. 2012. THE EXACT DESIGNATION CAN ONLY BE
DETERMINED BY AN ELEVATION CERTIFICATE.
3, ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON,
4. T'HE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUWATIONS WHICH MAY OCCUPY LANDS OF OTHERS,.
5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NO
BELL LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
{ I AN Mq 'CHOWN HFRFON WERE NnT ARSTRArTFn RY THIS
OFF FOR RIGHTS -OF -WAY. EASEMENTS OF RECOiD,
OWh�SH P, ABANDONMENrS DEED RESTRICTION'S OR MURPHY AMA'
DEEDS,
7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNIATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURWYOR & MAPM,.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTH R THAN THE SIGNING PARTY OR PARTIES IS PROHIBITFO
WI OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD
MMEA RED DATA.
10. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 21. 2017.
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988.
GLOBAL POSITIONING SYSTEM (GPSj_N0_f ES
1. REAL TIME KINEMATIC (RTX) METHOD WAS UTILIZED USING A TWO
(2) DUAL FREQUENCY TOPCON HYPER GA 11 SYSTEM.
2. TYPICALLY. A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION %"ILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS. IMPROVEMENTS AND CONTROL ON THE PROJECT.
1 CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
MINIMUM STANDARDS OF PRACTICE PER FLOR1'DA ADW+IINISTRATIVE CODE
(F.A..C.) 5,1-y17-05T.
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DATE=SEPTEMSER 25, 201
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SEAL
HARLES ARNOLD
PWVMCNAL SUNWM* M MAPPEiM
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IN DATE
SHEET I OF
PROJECT NO. 17-563