HomeMy WebLinkAboutSURVEY 20-5903 PP (1)TYPE OF SURVEY:1
BOUNDARY
I PLOT PLAN
I U/C TIE IN
FOUNDATION
FINAL
COMPLETED ON:
8-06-20
11-10-21
LEGAL
DESCRIPTION:
o
SURVEYOR'S REPORT:
LOTS 15
AND 16 IN BLOCK 3 OF
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
RUHLMAN
SUBDIVISION, ACCORDING
SHOWN HEREON.
TO THE
PLAT THEREOF AS RECORDED
W- 2.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
IN PLAT
BOOK 9, PAGE 55, OF THE
O
LOCATED UNLESS OTHERWISE SHOWN.
PUBLIC
RECORDS OF ST. LUCIE
Z M 3.
THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
COUNTY,
FLORIDA.
II
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
J^
12111CO177 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4.
FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS:
Y. E
SURVFLOOD
ESHOULD YOR DBESDBYSAA
(C) =
CALCULATED
w W
VERIFIED DETERMINATION
ZONE I NAT I ONAGENCY.
(M) =MEASURED
U Q 5.
BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
= U
OF LOT 15 ASSUMED TO BEAR S00'15'21"W.
(P) =
PLATTED
6.
ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS =
CONCRETE BLOCK STRUCTURE
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CMP =
CORRUGATED METAL PIPE
U
FEET.
CLF =
CHAIN LINK FENCE
7.
ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
CNS =
COULD NOT SET
DIRECT SUP.ERV-4-SION-AND RESPONSIBILITY OF ALEXANDER
CONC =
CONCRETE
n
J. PIAZZA PSM, INC.
FIFE =
FINISHED FLOOR ELEVATION
�,-SURVEY MAP AND REPORT OR THE PIES THEREOF ARE NOT
FIND =
FOUND 5/8" IRON REBAR
VALID WITHOUT THE ORIGINAL SIG RE AND SEAL OF A
IRC =
5/8" IRON REBAR WITH PLASTIC
CAP
FLORIDA LICENSED SURVEYOR AND MAPP
IR =
5/8" IRON REBAR
9.
ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
PCOR =
PROPERTY CORNER
BY OTHER THAN THE SIGNING PARTY OR ARTIES IS
PL =
PROPERTY LINE
PROHIBITED WITHOUT CONSENT OF THE SIGNINQ<ARTY OR
PUDE =
PUBLIC UTILITIES AND DRAINAGE EASEMENT
PARTIES.
R/W =
RIGHT-OF-WAY
LOT 9 BLOCK 3
0 =
SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
L T 9
FFE= 18.20
LOT 10 NO(SINTERFERENCE
BLOCK 3
BLOCK 3 WELL
LOT
FEAR 18.48
BLOCK83
F E= 18.48
44
4
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,
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CNS HEAVY
VEGETATION ,��
,
N 89 52 53
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E 99.
y
7 C
G�
75.00'
WELL
MINIMUM
PROPOSED
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W
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m
016.00'
O
oN COVER D
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33.93'
PORCH
33.93' O
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COVERED
�o� 17.50'
ENTRY
33.93'
0
0
00
8.50' 14.50' 33.93'
LO^
L4
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(/� W
Q-w
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a
SET "V" MARK
10.24' 17 56 IN CONC DEBRIS
OT S89.52'53"W 99 87''C. oT SITE BENCHMARK
O 00. 0P ,n SET NAIL
N ELEV= 17.71 NAVD 1988
J_
pz 425.00' P 136.00' P zQ
zL` 424.46'�C3^6 99.87'(C) 100.00'(P) ��' 135.86'�C3 �z
S89'52'53"W 610.19(C)
611.00'(P)
MELTON DRIVE
50' R/W — MILLINGS ROAD
TBD MELTON DRIVE LAST FIELD DATE: 11-05-21
0'
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: (772) 340-7770�rse"ti4Fax: (772) 340-2250
*LEBf7280
CERTIFIED TO:
THE OUTDOOR QUALITY, LLC.
p� �I
, ce 'h6�'� G
20
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OF-ALEXANDERJPIAZ�' z�
REVISIONS:STATE
K:\BUILDERS\DWG2020\20-5903.dwg, 2/14/2022 10:08:24 AM