HomeMy WebLinkAboutSurveyTYPE -OF SURVEY.
BOUNDARY
� PLOT -PLAN
U C TIE IN
FOUNDATION
FINAL
COMPLETED ON:
2-26-21
1.
LEGAL DESCRIPTION:
SURVEYOR'S REPORT:
UNIT NO. 25 WINDMILL VILLAGE BY THE
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1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
SEA CONDOMINIUM NO.1, ACCORDING TO THE
SHOWN HEREON.
DECLARATION OF CONDOMINIUM ( AS
W.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
AMENDED) OFFICIAL RECORDS BOOK 189,
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LOCATED UNLESS OTHERWISE SHOWN.
PAGES 1887 THROUGH 2O07, PUBLIC
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3. THIS SITE LIES WITHIN FLOOD ZONE "AE", ACCORDING TO
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
II
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
W
12111CO314 K, EFFECTIVE DATE FEBRUARY 19, 2020.
ALSO KNOWN AS LOT 25, WINDMILL VILLAGE
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BASE FLOOD ELEVATION = 5.0
BY THE SEA REPLAT OF UNITS 1 & 1A, '
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4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ACCORDING TO THE PLAT THEREOF AS
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SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
RECORDED IN PLAT BOOK 16, PAGES 6
V ;¢
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
THROUGH 6A, PUBLIC RECORDS OF ST.
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5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
LUCIE COUNTY, FLORIDA.
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OF LOT 25 ASSUMED TO BEAR S00'03'48"E.
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6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
ABBREVIATIONS:
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
(C) = CALCULATED
FEET.
(M) =MEASURED
7. ALL MAPPED FEATURES SHOWN HEREON,ARE UNDER THE
(P) = PLATTED
O
N
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
J. PIAZZA PSM, INC.
CBS = CONCRETE BLOCK STRUCTURE
8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
CMP =CORRUGATED METAL PIPE
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
CLF = CHAIN LINK FENCE
FLORIDA LICENSED SURVEYOR AND MAPPER.
CNS = COULD NOT SET
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
CONC = CONCRETE
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
FOE = FINISHED FLOOR ELEVATION
WITHOUT CONSENT OF THE SIGNING PARTY OR
FND = FOUND 5/8" IRON REBAR
PARTIESTED
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
IR = 5/8" IRON REBAR
PCOR = PROPERTY CORNER
PL = PROPERTY LINE
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT-OF-WAY
R = RADIUS OF CURVE
L = LENGTH OF CURVE
A = DELTA OF CURVE
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
�6' CLF
LASTI ,�{I/f
SHED
20' COMMON USE AREA ELECTRIC
ELECTRIC BOX W, N89056'12' II� Ox
OCCUPIES PCOR _ �+ 30.00' L�
0.2'
7.8'
CONC
10.3510 11.40'
0.6'
WOOD j C5
& DECK
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LILT
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o 1 STORY TRAILER o
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00
p 0 0'
M FFE=7.0
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Sig
7.9'
9.75' 0
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0.1'
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COVERED ri 12.00'
DECK
0.5'
WOOD
0.03
STEPS
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"
CONC nNi
CONC
DRIVE o
DRIVE
150.00'
SITE BENCHMARK 30.00' "LB 4286"
ELEV= 3.92 NAVD 1988
AMSTERDAM AVENUE
VARIABLE RIGHT—OF—WAY
10851 S OC
SCALE: 1"=20' ALEXANDER J. PIAZZA PSM, INC.
DATE: 2 ' 26-21 Surveying • Mapping • Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO.: ® Phone: (772) 340-7770
21-6977 LB7280 Fax: (772) 340-2250
REVISIONS:
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IR
LAST FIELD DATE: 2-26-21
CERTIFIED TO:
RICHARD & LENA NICHOLS
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EXANXR J. `PIA
foggl Surveyor_40m,
K:\BUILDERS\DWG2021\21-6977.dwg, 4/20/2021 11:29:21 AM