HomeMy WebLinkAboutSurveyTYPE 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
V 5.
BEARINGS SHOWN HEREON ARE BASED 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 PIPE
wa I 9.5'
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 M z� o�w
r-
NIn�Z a 20.50' CPO CR EHD 56.00' 36.00' C3 m 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 pz
Npz / +0 mU Co�
'19
� Q >> 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'S
S89'4492 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
JOB NO.. ® Phone: (772) 340-7770,-�� /
20-5519 Fax: '(772) 340-2250 <ve;.`' 9Ge••;?'tam
6330
DATE: I REVISIONS: 1
r of ry 1 — 1 — 1 1
K:\BUILDERS\DWG2020\20-5519.dwg, 2/11/2021 11:31:19 AM
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