HomeMy WebLinkAbout0907-0243 BOUNDARY PLOT PLAN MIN SETBACK REQUIREMENTSUNPLATTED
5TH
STREET
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SCANNED
BY
St Lucie County
00' IRON PIP
SET IRC &
FND IRC
8"
419
RIGHT-OF-WAY "PLS ,
PER ST. LUCIE COUNTY 2.88 N, 3.48•W
RIGHT-OF-WAY MAP
PG 2 OF 2 DATED 10 238-1998 101'29'OC
y— RIGHT OF WAY
AS MONUMENTED AND
LAID OUT IN USE
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11'29'00"
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MIN. SETBACK REQ,
FRONT c25 /
SIDES ZL
CNR.SIDES R0
REAR 2'
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TECH. n& I
ROSSHATCHED AREA:4FIRE
SET IRC &
APPARANT USE FIND IRON PIPE
AS RIGHT-OF-WAY TER ,NY ST. LUCIE COUN HYDTER 0.96 S, 1.54 W
1DO' 3.4
560.00,
9'1 41 W 100.00 wATER o
ANITA STREET o
40' R/W - 20' ASPHALT ROAD
MIDWAY ROAD
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o ANITA STREET
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LOCATION MAP
NOT TO SCALE
LEGAL DESCRIPTION:
BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF OLEANDER AVENUE
AND 5TH STREET, AS SET FORTH IN THE PLAT OF WHITE CITY NOW ON FILE
IN PLAT BOOK 1, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA; THENCE EAST 400 FEET TO THE POINT OF BEGINNING OF THE
TRACT HEREINAFTER DESCRIBED; THENCE CONTINUE EAST 100 FEET TO A
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
FEET TO POINT OF BEGINNING, BEING LOT 6 OF AN UNRECORDED PLAT OF
LOAR SUBDIVISION.
TOGETHER WITH:
AN EASEMENT FOR INGRESS AND EGRESS (OVER ANITA STREET) TO —WIT:
FROM THE INTERSECTION OF THE CENTERLINE OF OLEANDER AVENUE AND
SIXTH STREET AS NOW LAID OUT IN SECTION 3, TOWNSHIP 36 SOUTH,
o 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
RUN FROM EAST TO NORTH 11 DEGREES 29'. A DISTANCE OF 101.98 FEET;
THENCE TURN AND RUN EAST 660 FEET TO A POINT; THENCE TURN AND RUN
NORTH 40 FEET TO A POINT; THENCE TURN AND RUN WEST 660 FEET TO A
POINT; THENCE TURN AND RUN NORTH TO SOUTH 101 DEGREES 29', A
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
BEGINNING. THIS EASEMENT SHALL RUN WITH THE LAND TO SUCCESSORS IN
TITLE
SURVEYORS NOTES
0
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
p
SHOW' HEREON.
o LEGEND:
PCOR
= PROPERTY CORNER
2.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
PCP
= PERMANENT CONTROL POINT
LOCATED UNLESS OTHERWISE SHOWN.
(C) =
CALCULATED
PL
= PROPERTY LINE
3.
THIS SITE LIES WITHIN FLOOD ZONE fffijWCCORDING TO
(M)
= MEASURED
PUDE
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
THE F 0 NSURANCE RATE MAP, CO-M'"i7TIITY PANEL N0.
STREET
(P)
=PLATTED
R/w
=RIGHT-0E—WAY
12111 0280 F, EFFECTIVE DATE AUGUST 19, 1991.
CMP
=CORRUGATED METAL
PIPE
R
=RADIUS OF CURVE
4.
FLOOD ZONE S OWN HEREON IS AN INTERPRETATION BY THE
CNS
= COULD NOT SET
L
= LENGTH OF CURVE
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
CONC
= CONCRETE
SF
= SQUARE FOOT
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
P OC
FIFE
= FINISHED FLOOR
ELEVATION
A
= DELTA OF CURVE
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 S00'20'00"W ACCORDING TO THE PLAT
IRC =
5/8" IRON REBAR
WITH PLASTIC CAP
CAP "AJP PSM 6330"
DESCRIBED HEREON.
6.
ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
OTHERWISE NOTED.
804 ANITA
STREET
7.
NOT VALID 'WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
SURVEY: BOUNDARY I PLOT PLAN U C TIE INI FI
rn nni. I 17_nR_nR I 7-1f)—nG
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Blltmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
DATE: REVISIONS: BY• LBFM Fax: (772) 340-2250
LAST FIELD DATE
CAD K:\BUILDERS\DWG2008\DWG\08-554.DWG
REF K: \
FLO CJM / AJP FS. 34 PG. 32 JOB
OFF CJM DATE
CKD AJP SHEET 1 OF 1 DWG
CONTAINING 17,000 SQUARE FEET OR 0.39 ACRES, MORE OR LESS.
CERTIFIED TO:
JAMES A. MERRITT
I hereby certify that t.1e uriey shown-he'reon is true and
correct and is based 6n natusi''�rx`bs;:urc�perts taken in the
�2-04-08 field. This survey nvetsAlie Minimum Te,5hrical Standards
of Chapter 61G17 Florida admini�L-ative coa .
08-0554
7-10-09 ALEXAR;J. RI,A
Professional Surveyor & Mapper
C-200 Florida Certificate No.: 6330
BUILDERS\DWG2008\dwo\08-554.dwo 7/10/2009 8138144 AM EDT