HomeMy WebLinkAboutBoundary Survey 5-7-14C$
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TYPE OF SURVEY:j BOUNDARYMIR PLOT PLAN U C TIE IN W_P FINAL I TOPOGRAPHIC
COMPLETED ON: 1 5-06-14
LEGAL DESCRIPTION: o SURVEYORS NOTES:
BEGINNING AT THE NORTHEAST CORNER OF N
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
LOT 2, BLOCK A, OF WINDMILL VILLAGEBY SHOWN HEREON.
THE SEA FLORIDA, AS RECORDED IN PLAT W• 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
BOOK 16, PAGE 31, OF THE PUBLIC RECORDS Lz O LOCATED UNLESS OTHERWISE SHOWN.
OF ST. LUCIE COUNTY, FLORIDA, RUN SOUTH Z n 3. THIS SITE LIES WITHIN FLOOD ZONE "AE" BASE FLOOD
0'03'38" EAST 110 FEET TO THE SOUTHEAST — II ELEVATION= 6.0, ACCORDING TO THE FLOOD INSURANCE
CORNER OF LOT 2, AND THE NORTH RIGHT OF LO RATE MAP, COMMUNITY PANEL NO. 12111CO314 J.
WAY OF AQUA RA DRIVE, THENCE RUN NORTH -ice EFFECTIVE DATE FEBRUARY 16, 2012.
89'56'22" EAST 25.59 FEET TO THE P.C. O U 4• FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
OF THE CURVE CONCAVE TO THE SOUTHWEST, Lil SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
HAVING A RADIUS OF 75 FEET, THENCE U J ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
CONTINUE IN A SOUTHEASTERLY DIRECTION 2 U 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
ALONG THE ARC OF SAID CURVE THROUGH A h LOT 2 AS BEING S00'03'38"E ACCORDING TO THE PLAT
CENTRAL ANGLE OF 30'59'08" A DISTANCE DESCRIBED HEREON.
OF 40.56 FEET, THENCE RUN NORTH 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
32'33'24" EAST 51.88 FEET, THENCE RUN OTHERWISE NOTED.
NORTH EAST WEST 77 FEET, THENCE 7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
o VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
RUN SOUTH 89'56'22" WEST TO THE POINT SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
OF BEGINNING. 8. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
ABBREVIATIONS: PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
CBS = CONCRETE BLOCK STRUCTURE PARTIES.
CONC = CONCRETE
FFE = FINISHED FLOOR ELEVATION
FND = FOUND 5/8" IRON REBAR
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
IR = 5/8" IRON REBAR
L = LENGTH OF CURVE
POB = POINT OF BEGINNING
PL = PROPERTY LINE
R/W =RIGHT-OF-WAY CANAL
R = RADIUS OF CURVE
A = DELTA OF CURVE
0 =SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
POB b4;' u°Tr
NORTHEAST CORNER WOOD
CONC
OF LOT 2 BLOCK A DOCK
WOOD r a r SSEAWEAW
ALL
DOCK
187.62' FND CONC BRICK WALK FND
NAIL HOLE COLUMNS BRICK �-BR ICKX' MARK
NAIIL & DISK 0.94 N WooD DECK PAI O 0.86 N
IRRIGATION
"LB 6018" VALVE 3.46' ECK 4' METAL
7� 8 98 ' 50.55' 0 12.34: FENCE CORNER
FENCE END n o N 16.84' 1.8'W OF PL
1.0'W OF PL SCREENED
3.45'rCOVERED BRICK
SPORCH D .5¢N 9.80,
4.37 A PORTION OF 3
LLB LOT 1 BLOCK A cj Y
r El
1 STORY CBS N 4
M � Xz RESIDENCE
FE IDES 25 3' oNCS' 9.90' m ---- FENCE CORNER
LOT 2 -re) � r'o in 1.8'W OF PL
BLOCK A O O IRRIGATION 13.50' 13.27' AVERAGE
0 9 47• 24 22' VALVE 27 70, ;,, TOP OF FORMS
p _ ,. ELEV= 6.18
N LeiW�
FENCE END °r o0< Cc FND IR
Cc
e 0.93'N,0.14'W
1.1'W OF PL 12.00' 4' 15.97' 10.71 p� 9S
w
o ry+ A PORTION OF
�' N Y tij �� LOT 1 BLOCK A
SOUTHEAST CORNER 2 WATE u� o
OF LOT 2 BLOCK A FND METER �� ,'� ' ram•
FND IR "X" MARK DCRNC
0.31'W,0.87N 94 N
NORTH R/w N189056'22'E % ELECTRIC
OF AQUA RA DRIVE o i 25.59' A Q� eox
"V CURB N i 0•S6• CABLE
TYPICAL
MANHOLE i
AQUA RA DRIVE
50' R/W — 20' ASPHALT ROAD
22 AQUA RA DRIVE LAST FIELD DATE: 5-06-14
SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. yEER TERIED M oN
DATE: 5-06-14 Surveying • Mapping • Consulting-
619 SW Biltmore Street '
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO.: *LEB
Phone: (772) 340-7770
14-1761 7280 Fax: (772) 340-2250 - ,
r
DATE: REVISIONS: ALEXAN J. PI
Profemlondl Surveyor do Mapper
FB PG: 43 60 1 Florida Certificate No.: 6330
K:\BUILDERS\DWG2014\DWG\14-1761.dwg, 5/7/2014 4:12:53 PM