HomeMy WebLinkAbout0907-0243 BOUNDARY PLOT PLANI PUG
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LEGAL DESCRIPTION:
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22.04'
BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF OLEANDER AVENUE
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AND 5TH STREET, AS SET FORTH IN THE PLAT OF WHITE CITY NOW ON FILE
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IN PLAT BOOK 1, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY,
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16.1'
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FLORIDA; THENCE EAST 400 FEET TO THE POINT OF BEGINNING OF THE
TRACT HEREINAFTER
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FND C RC
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DESCRIBED; THENCE CONTINUE EAST 100 FEET TO A
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RIGHT-OF-WAY "PLS 4198"
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ROSSHATCHED AREA:
APPARANT
SET IRC 8t
POINT; THENCE TURN AND RUN SOUTH 170 FEET TO A POINT; THENCE TURN
AND RUN WEST 100 FEET TO A POINT; THENCE TURN AND RUN NORTH 170
PER ST. LUCIE COUNTY 2.88 N, 3.48 W
RIGHT-OF-WAY MAP
ATER
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USE
AS RIGHT-OF-WAY
Y ST. LUCIE COUN
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HYDRANT
WATER FND IRON PIPE
METER 0.96 S, 1.54 W
FEET TO POINT OF BEGINNING, BEING LOT 6 OF AN UNRECORDED PLAT OF
PROJECTg824-2 "
PG 2 OF 2 DATED: CLP81998 101'29
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LOAR SUBDIVISION.
100'
3.40'
560.00'
TOGETHER WITH:
BOX ®N 9'1 41 W 100.00 wATER o
101 9a RIGHT OF WAY
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AN EASEMENT FOR INGRESS AND EGRESS OVER ANITA STREET TO -WIT:
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300.00'
AS MONUMENTED AND
LAID OUT IN USE
SE E OF SURVEY N
FOR ANITA STREET
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FROM THE INTERSECTION OF THE CENTERLINE OF OLEANDER AVENUE AND
SIXTH STREET AS NOW LAID OUT IN SECTION 3. TOWNSH I P 36 SOUTH,
_ _.--' _
ANITA STREET
RANGE 40 EAST; THENCE RUN NORTH 100 FEET TO THE POINT OF
BEGINNING;
TURN AND RUN EAST 300 FEET TO A POINT; THENCE TURN AND
40' R/W - 20' ASPHALT ROAD o
RUN FROM EAST TO NORTH 11 DEGREES 29', A DISTANCE OF 101.98 FEET;
INGRESA'SSEMENT ESS
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THENCE TURN AND RUN EAST 660 FEET TO A POINT; THENCE TURN AND RUN
660.00
NORTH 40 FEET TO A POINT; THENCE TURN AND RUN WEST 660 FEET TO A
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POINT; THENCE TURN AND RUN NORTH TO SOUTH 101 DEGREES 29', A
11'29'00"
DISTANCE OF 101.98 FEET TO A POINT; THENCE TURN AND RUN WEST 300
FEET TO A POINT; THENCE TURN AND RUN SOUTH 40 FEET TO THE POINT OF
300.00'
— — — — — —
BEGINNING. THIS EASEMENT SHALL RUN WITH THE LAND TO SUCCESSORS IN
TITLE
SURVEYORS NOTES
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1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
CONTAINING 17,000 SQUARE FEET OR 0.39_ACRES, MORE OR LES
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LEGEND:
PCOR = PROPERTY CORNER
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
(C) = CALCULATED
PCP = PERMANENT CONTROL POINT LOCATED UNLESS OTHERWISE SHOWN.
PL = PROPERTY LINE
(M) =MEASURED
3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
T��
STREET
(P) = PLATTED
R/W = RIGHT-OF-WAY
12111CO280 F, EFFECTIVE DATE AUGUST 19, 1991.
CMP = CORRUGATED METAL
PIPE R = RADIUS OF CURVE
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
CNS = COULD NOT SET
L = LENGTH OF CURVE
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
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CONC = CONCRETE SF = SQUARE FOOT
FFE = FINISHED FLOOR ELEVATION A = DELTA OF CURVE
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
CERTIFIED T0:
TO:
P OC
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
FND = FOUND 5/8" IRON
REBAR 0 = SET 5/8" IRON REBAR
WITH PLASTIC PROPERTY AS BEING SOO'20'00"W ACCORDING TO THE PLAT
JAMES A. MD
IRC = 5/8" IRON REBAR
WITH PLASTIC CAP CAP "AJP PSM 6330"
DESCRIBED HEREON.
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
OF SURVEY:1 BOUNDARY
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OTHERWISE NOTED.
804 ANITA STREET 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
PLAN U/C TIE INI FINAL ITOPOGRAPHICI
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping " Consulting
619 SW Biltmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
DATE: REVISIONS: BY L8FMD Fax: (772) 340-2250
JILDERS\DWG2008\dW0\08-554.dwo 10/23/2009 156i32 PM FnT
LAST FIELD DATE: 10-23-09
CAD K:\BUILDERS\DWG2008\DWG\08-554.DWG
REF K:\
FLD CJM / AJP FB. 34 PG. 32 JOB 08-0554
OFF CJM DATE 10 23-09
CKD AJP SHEET 1 OF 1 DWG C213
I hereby certify that the survey shown he.recn is true and
correct and is based on ac'tual'measeurements.taken in the
field. This survey meets the'Minimum Technical Standards
of Chapter 611317 Florida adminieftattive code:
ALEXA R J. 'PIAZiV
Professional Surveyor & Mapper
Florida Certificate No.: 6330