HomeMy WebLinkAboutSurvey----�-e-- - —w__ 1zw—
TYPE OF SURVEY. -I BOUNDARY I PLOT PLAN U C TIE IN I FOUNDATION I FINAL
COMPLETED ON: 1 5-18-20 1 5-30-20 11-02-20 5-18-21
LEGAL DESCRIPTION: p 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 O LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, Z M 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
SURVp N lii ZONEEYOR SHOULDDBESVERIIFIEDDBYSAA DETERMSY. INATIONEFLOOD
AGENCY.
CBSABBREVIATIONS:=CONCRETE BLOCK STRUCTURE -� 5 . BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CBS COV Q
CMP = CORRUGATED METAL PIPE = U OF LOT 6 ASSUMED TO BEAR S00'15'33"E.
CNS = COULD NOT SET u1i a 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CONC = CONCRETE OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FFE = FINISHED FLOOR ELEVATION FEET.
FND = FOUND 5/8" IRON REBAR 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
5 8" IRON REBAR WITH PLASTIC CAP p DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IRC
/ J. PIAZZA PSM, INC.
IR = 5/8" IRON REBAR 8. 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 FLORIDA 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.
= PROPOSED DRAINAGE FLOW BEACH AVENUE
X 10.51 = FINAL ASBUILT ELEVATION
°6 60' R/W - 20' ASPHALT ROAD �y
0 F 8.17
�D< WATER VALVE rah 00
1 FIRE HYDRANT A
SET BENCHMARK
5'1 ELEV= 8.01 NAVD 1988
FND 3 4" O 59 18 CMP 18 CMP 2POWER CONC
IRON PPE "' �6� 89'44'27"E 1 2.50' POLES ppLLEIil�ER
262.50' W TEReo s.73 s.s7 7.74 FND 3 4'
ME
9.82 IRON PPE
as DRIVE S" 9 ANCHOR
.°�� 10.59 J zw
20.39' I¢
10.57 19.68' S/T In
O CLEANOUT ® 11.14 36.00
0 y0 COVERED 36.40' rah+ �1A+ 0 rn
Orn C3 �• M ENTR A 0 FORMS P �° 0 YOO�
Y� J M
0oorSw ELEVATION=11.62 N 8.90 M 9W 0NLa
J
PROPOSED FFE=11.59
�m II 66 COVERED
N��Z 20.41' PORCH 56.05' 36.04' W o¢ m�;j0
��lL P7 °ry a o a�6 ° t ��Z
OJ +�° 8.00 'D +,�0 1M s/T 0
{
f 48.55'
10 88
�_
0 3 .80' POOL 0
Z 9.44 ° 0
— �N,\ Y` o � `� O Q iii
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Npz mU
9 +�+0� Q
�JQ m r0P (0>
MU OF 9 uy
10' SET SRC 00> qNk�. e+ N ~o
"PSM
W WITNESS" wo 4"
�\ +
FND 3
\ IRON PPE
FND IR 0.28'S
8.43
S89'44'2 ' r
37.50' RECEIVED
A• .4j� "�� JUN 01 1011
sus s ��h Permitting Department
ST. LUCIE RIVER st. Lude County
FOc
F 0� 0.04
594 BEACH AVENUE LAST FIELD DATE: 5-15-21
CERTIFIED
SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC.
DEVAN DRAKE
WILSON
DATE: 5-18-21 Surveying • Mapping • Consulting BRAIN MICHAEL MERRITT
619 SW Biltmore Street GOLDWATER BANK,
DRAWN: MS Florida 34983 FIDELITY NATIONALN'M JRAN,r__COMPANY
*LEB#7280
Port St. Lucie, FIRST INTERNAT�X, L� <•IN UR� CE, INC.
JOB NO.: Phone: (772) 340-7770 j;••''e�se NU20-5519 Fax: (772) 340-2250 ` . - o
`r `6330
®_
"erofe progal' Surveyor
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