HomeMy WebLinkAboutApproved Survey 000-) �S
TYPE OF SURVEY: BOUNDARY I PLOT PLAN I U C TIE IN I FOUNDATION I ,FINAL
COMPLETED ON: 1 12-11-19 7-15-20 1 10-07-20 1 1 11-18-21
LEGAL DESCRIPTION: O SURVEYOR'S REPORT:
LOTS 17 AND 18 IN BLOCK 3 OF �I n 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.
Q;► 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS: O U SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
N •• ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
(C) = CALCULATED
�j Q 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(M) = MEASURED =U OF LOT 17 ASSUMED TO BEAR S00'15'21"W.
(P) = PLATTED Ln (n 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS = CONCRETE BLOCK STRUCTURE OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CMP = CORRUGATED METAL PIPE 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 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
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
LOT
K 3 BLOCK 3 LOT 9
VACANT VACANT BLOCK 3
LOT 6 BLOCK 3 NO W�GARAGE)
ILL OR SEPTIC
VACANT 100.00' P FFE= 18.48
N89052'53"E 99.87' C
CNS HEAVY POWER (A17.9° w POLER
VEGETATION POLE o WELL W
0
29.47' 18.07 30.46'
39.93'
.r.
St. 4uqe CO. F m P V 1R0
SA
N D w 0
N
Date1 It a J u N
Approve 6 98' 16.86'
PATN10
O 12.95:
g a a d o o �h ° O
M M 34.12' 33.72'
COVERED Kl
0� OU~ r7 PORCH
CONC OZ OF-
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mQ w U Lq
mQ O
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CVERED
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34.
9.25 0.0JLN
0 �� P DP`
SANITARY N9 ��
PUMP 33.43'
N 0000NCDRIVE vCNS HEAVY bVEGETATION ^� � try
: 17.22 S89'52'53" 99.8 ' C c
61 6+ 100.00 6
>> J
OZ 325.00' P a1 yo 1° 6a 236.00: P ?z
324.60�C� .A' 99:87'(C) �� 100.00(P) �� 235.73'�C3
�V S89'52'53"W 610.19'(C)+ -�
Y 611.00' P
SITE BENCHMARK
MELTON DRIVE SET NAIL
50' R/W - MILLINGS ROAD ELEV= 17.39 NAVD 1988
354 MELTON• DRIVE LAST FIELD DATE: 11-11-21
SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0:
THE OUTDOORS QUALITY, LLC.
DATE: 11-18-21 Surveying • Mapping • Consulting
619 SW Biltmore Street
DRAWN: MS Florida4983 Port St. Lucie, Q, p
JOB NO.: Phone: (772) 340-7770
20-5833 LB7280 Fax: (772) 340-2250 �':', �
DATE: REVISIONS:
^dLEX ER �J PIA a
Pro>�°i ssP' aI'Su yar et
F G• F1o�f )C§m cate»Ne�. U'
K:\BUILDERS\DWG2020\20-5833.dwg, 11/20/2021 11:11:45 AM