HomeMy WebLinkAboutAPPROVED, POOL Survey(1)TYPE OF SURVEY. -I BOUNDARY I PLOT PLAN I U C 11E IN I FOUNDATION I FINAL
COMPLETED ON: 1 5-18-20 5-30-20
I ,
1
LEGAL DESCRIPTION: c SURVEYOR'S REPORT:
THE EAST HALF OF LOT 5 AND ALL OF LOT 6 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
IN BLOCK 19 OF RIVER PARK UNIT TWO, SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
RECORDED IN PLAT BOOK 10, PAGE 72, OF a LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, 2 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
FLORIDA. II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
SURVEYORSPROVIDED SA COURTESY. EFLOOD ABBREVIATIONS: y " ZONESHOULD
BEVERIFIED BYA DETERMINATION AGENCY CBLOCK CBS CONCRETE BLOCK STRUCTURE C=
CO V5. BEARINGS SHOWN HEREONAREBASED ON THE EAST LINE CMP = CORRUGATED METAL PIPE OF LOT 6
ASSUMED TO BEAR S00'15'33"E. CNS = COULD NOT SET w 6. ALL
LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS CONC = CONCRETE OTHERWISE NOTED. ALL SURVEY MEASUREMENTS
ARE IN FFE = FINISHED FLOOR ELEVATION C9 FEET. FND =
FOUND 5/8" IRON REBAR 7.
ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE IRC = 5/8" IRON REBAR WITH PLASTIC
CAP DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER IR =
5/8" IRON REBAR Ip 8.
J. PIAZZA PSM, INC. SURVEY MAP
AND
REPORT OR THE COPIES
THEREOF ARE NOT PCOR =PROPERTY CORNER VALID WITHOUT THE ORIGINAL
SIGNATURE AND SEAL OF A PL = PROPERTY LINE FLORIDO LICENSED SURVEYOR AND
MAPPER. PUDE = PUBLIC
UTILITIES AND DRAINAGE EASEMENT 9.
ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT R/W = RIGHT-OF-WAY BY OTHER
THAN THE SIGNING PARTY OR PARTIES IS 0 = SET 5/8" IRON REBAR WITH
PLASTIC PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR CAP "AJP PSM 6330" PARTIES. BEACH AVENUE
ob 60' R/W — 20'
ASPHALT ROAD
8.
17 . ya WATER VALVE 66 lb
1 ARE
HYDRANT A- BRA M SITE
BENCHMARK 0 SET NAIL
16.00, 16.00'
2 wooD ELEV=
8.01 NAVD 1988
RON 3RIPE
M 6t 89'44' 7"
E 12.50' P Us P8%i& POLE 262.50' 8.22 WATER c
5'
7.74 FND 3 4" YETER 0 / f f zzzz/ IRON PIPEwaI9.5' z $ PROPOSED w
5' ANCHOR a PROPOSED
DRVE / 2
SORVIECE 20.50' N
PROPOSER
19.
67' c4 ,- S / 1000a
sf
DRAIN
ELL7ED O 5 io 10.00, AREA 0
COENVTRRY 9.3e 36.33' 36.
00' w oY q MODEL "ARUBA" M PROPOSED RESIDENCE
Iq O J FFE=
10.50 N 8.90 Mz o w r- NIn Z a 20.50' CPOCR
EHD 56.00' 36.00' C3m
II
O w-cL M alLIJ ^Uz O 8.
0'0 PAVER g t - DECK
M ro c 0 .. 49.00'
POOL
Ln
POOL "
36.00' DECK
O 33.50 PO
L
O Z cy'
y 20.50 DE Mob 0) O fir- I 56.00' y V) ti
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o . of
FILE 10' OFFSET cn'> a,
58 8 PO eANk—
0 f- SET IRC w~ 0 off N o PSM
6330 f\ FND 3 //4" WITNESS \ IRON
PIPE FND
IRI
0.28'SS89'4492 5.
43 37.50' ST. LUCIE
RIVER q'
0.04 - -
R 594
BEACH AVENUE LAST
FIELD
DATE: 5-
18
20 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC.
CERTIFIED TO: DATE: 5-18-20 Surveying • Mapping • Consulting PORT
ST LUCIE PROPERTIES, INC. DRAWN: CJM 619
SW Biltmore Street N#gjW1U9##
jj j/
Port St. Lucie, Florida 34983 °•.... , ,o JOBNO.. ®
Phone: (772) 340-7770,- / 20-5519
Fax: '(772) 340-2250 <ve;.`' 9Ge••;?'
tam 6330 DATE: I REVISIONS: 1 r of ry
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1 — 1 1 K:\
BUILDERS\DWG2020\20-5519.dwg, 2/11/
2021 11:31:19 AM Dig