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LEGEND & ABBREVIATIONS
A
A/C
BM
C
C/L
CM
CONIC
DEG OR
ELEV
FFE
FN D
ID
IP
IR
IRC
LB
LS
M
MON
N&C
NAVD
NGVD
NO OR #
NTS
OHP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
R/W
0
Au
2'
ARC LENGTH
AIR CONDITIONER
BENCHMARK
CALCULATED FROM FIELD MEA'.
CENTERLINE
CONCRETE MONUMENT
CONCRETE
DEGREE
ELEVATION
FINISHED FLOOR ELEVATION
FOUND
IDENTIFICATION NUMBER LOTISS
IRON PIPE
OCCUPIED
IRON ROD FF1r29..10'
IRON ROD & CAP WELL AND SEPTIC
LICENSED BUSINESS OUTOFRAWGE
LICENSED SURVEYOR
MEASURED DATA
MONUMENT
NAIL AND CAP
NORTH AMERICAN VERTICAL DATUM
NATIONAL GEODETIC VERTICAL DATUM
NUMBER
NOT TO SCALE
OVERHEAD UTILITIES
OFFICIAL RECORDS BOOK
PLAT DATA
PAGE(S)
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
POINT OF COMMENCEMENT
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYOR AND MAPPER
RADIUS
RIGHT-OF-WAY
WATER METER
AND
AT
DELTA
UTILITY POLE
PINE TREE
SQUARE FEET
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CITY OF PORT ST. LUCIE, SAINT LUCIE COUNTY, FLORIDA
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STREET ADDRESS
8335 CALUMET COURT, PORT ST. LUCIE, FLORIDA 34986
374.78' LEGAL DESCRIPTION
N 87`40'29" F LOT 161, SABAL CREEK, PHASE IV, ACCORDING TO THE PLAT
THEREOF, RECORDED IN PLAT BOOK 24, PAGES 17 AND 17A OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
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CERTIFICATIONS
IMRAN M. MALIK;
SOBIA J. MALIK;
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GENERAL NOTES ° �wg
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1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE LO SNOU
OF CALUMET COURT, HAVING A BEARING OF N21°19 59 E, ACCORDING TO ;55'wZ
THE PLAT OF SABLE CREEK, PHASE IV, AS RECORDED IN PLAT BOOK N vwwa<
24, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ti o'0W
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN Z1Ew
UNPLATTED LOCATED AND SHOWN HEREON. Y
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GOLF COURSE 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND Q JQ W'R
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FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. N �oZa
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN o wo -z
LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. z Q a =w�
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5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE O w a=§0
FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, U V � oZP0
ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. J o QZUa
6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN
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ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, M,Nc�
COMMUNITY PANEL NO. 12111C 0275 J EFFECTIVE DATE �9&0
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE IL o-= w
DETERMINED BY AN ELEVATION CERTIFICATE. LL LL wool
7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE ¢� -
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ~ ffia<u
Fr
SURVEYOR &MAPPER. U <MOM
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. DRAWN BY: CA
9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD CHECKED BY: CA
MEASURED DATA.
DATE; SEPTEMBER 25, 2014
10. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 25, 2014.
HORIZONTAL SCALEI
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON 1'=30'
NORTH AMERICAN VERTICAL DATUM OF 1988, BASE BENCHMARK BEING
ST. LUCIE COUNTY (DODGE), ELEVATION OF 25.26', NAVD 1988.
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO
SEAL
(2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
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2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
CONTROL STATION WHILE A ROVIN(; RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENT 5 WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2008.
FLORIDA uc NSE NO. 4971
7 /� z4 /�--
PRII D DATE
SHEET 1 OF 1
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
THE STANDARDS OF PRACTICE.
PROJECT NO. 14-530