HomeMy WebLinkAboutApproved Survey a00r1-o311q:
TYPE OF SURVEY:1 BOUNDARY I PLOT PLAN I U C TIE IN FOUNDATION FINAL
COMPLETED ON: 1 12-11-19 1 7-15-20 1 10-07-20 1 11-16-21
LEGAL DESCRIPTION: o SURVEYOR'S REPORT:
LOTS 19 AND 20 IN BLOCK 3 OF �I M 1 . UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
RUHLMAN SUBDIVISION, ACCORDING I\Vy SHOWN HEREON.
TO THE PLAT THEREOF AS RECORDED 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 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
COUNTY, FLORIDA. II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO177 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS: O U SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
C " ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
(C) = CALCULATED U� 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(M) = MEASURED = OF LOT 19 ASSUMED TO BEAR S00'15'21"W.
(P) = PLATTED a 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS = CONCRETE BLOCK STRUCTURE OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CMP = CORRUGATED METAL PIPE (D FEET.
CLF = CHAIN LINK FENCE 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
CNS = COULD NOT SET DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
CONC = CONCRETE M J. PIAZZA PSM, INC.
FFE = FINISHED FLOOR ELEVATION 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
FND = FOUND 5/8" IRON REBAR VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
IRC = 5/8" IRON REBAR WITH PLASTIC CAP FLORIDA LICENSED SURVEYOR AND MAPPER.
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 PARTIES IS
PL = PROPERTY LINE PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT PARTIES.
R/W = RIGHT—OF—WAY
O = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330" LOT 5 LOT 6
BLOCK 3 BLOCK 3
LOT 4 BLOCK 3 VACANT VACANT
FFE= 16.48 LOT 7
WELL & SEPTIC BLOCK 3
>75' NO INTERFERENCE VACANT
FND 3/4" 00.00: P)
IRON PIPE ,6'` N89 52 53 E 99.87 C ANCHOR PO
ER
X WELL
8'2 8s W CNS HEAVY
Dat�St. Lu ie Co. VEGETATION
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33.82' 31.98' 34.07' 0 r7 M
COVERED
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In A°� 6° ti� 6 ENVTRRY
h 2 �0' .°j' tip' 17.50'
(D nj1 q9L
33.88' n 4.53' ^9.
C) SANITARY O
Z PUMP z 33.91,
N C q
�864 CONC P
DRIVE m
WELL ti tiCNS HEAVY
17.69 0° �� VEGETATION
S89-52'53" 99. ' C o
'09480)(0 100. 0 P� L
J
� 77240z 225.00: a 336.00' P
—�?ZZ1 y
224.73N • 99.87(C)+o\' 100.00(P) 335.59C)
V S89'52'53"W 610.19' C
611.00(P)
MELTON DRIVE SITE BENCHMARK
SET NAIL
50' R/W — MILLINGS ROAD ELEV= 17.24 NAVD 1988
358 MELTON DRIVE LAST FIELD DATE: 11-11-21
SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. THEY UIE OORS QUALITY, LLC.
DATE: 11-16-21 Surveying • Mapping • Consulting
619 SW Biltmore Street
DRAWN: MS \'s,% beR ,1
Port St. Lucie, Florida 34983
JOB NO.: ® Phone: (772) 340-7770 �� -Q'�''""•se . '?`'�
Fax: (772) 340-2250 m .: .oer • �4 =
20-5834 L8#7280 _ �0
DATE REVISIONS: - - =
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K:\BUILDERS\DWG2020\20-5834.dwg, 11/20/2021 11:16:24 AM