HomeMy WebLinkAboutsurvey (2)TYPE OF SURVEY: BOUNDARY PLOT PLAN U/C TIE IN FOUNDATION FINAL
COMPLETED ON: 7-25-18 7-25-18 4-09-19 9-27-19
LEGAL DESCRIPTION: O SURVEYOR'S REPORT:
LOT 40 IN BLOCK 61 OF INDIAN RIVER I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
ESTATES UNIT 8, ACCORDING TO THE I \Vy SHOWN HEREON.
PLAT THEREOF AS RECORDED IN PLAT W" 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
BOOK 10, PAGE 73, OF THE PUBLIC W O LOCATED UNLESS OTHERWISE SHOWN.
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.
W" 12111CO281 J, EFFECTIVE DATE FEBRUARY 16, 2012.
J" 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
O U ^ SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS: lii ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
J 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(C) = CALCULATED = OF LOT 40 ASSUMED TO BEAR S00'02'09"E.
(M) = MEASURED 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
(P) = PLATTED OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CBS =CONCRETE BLOCK STRUCTURE FEET.
CMP = CORRUGATED METAL PIPE 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
CONC = CONCRETE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
FIFE = FINISHED FLOOR ELEVATION O J. PIAZZA PSM, INC.
FND = FOUND 5/8" IRON REBAR 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
IRC = 5/8" IRON REBAR WITH PLASTIC CAP VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
IR = 5/8" IRON REBAR SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PCOR = PROPERTY CORNER 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
PL = PROPERTY LINE BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
R/W = RIGHT-OF-WAY PARTIES.
S/T = SEPTIC TANK
R = RADIUS OF CURVE
L = LENGTH OF CURVE 7)
A = DELTA OF CURVE O = PROPOSED ELEVATION
0 = SET 5/8" IRON REBAR WITH PLASTIC = DRAINAGE FLOW ARROW
CAP "AJP PSM 6330"
Z� FND
04 NAIL & DISK
UM r-
06 n LOT 38 BLOCK 61
m U FFE= 19.74
II F-
�)� N LOT 39 VACANT
BLOCK 61 0
0 0
J r-
OW FENCECORNERr
IRRIGATION 0.5'S, 0.3'W 125.00 P
16.45WELL OF PCOR N89'57'51 "E 124.80' C Iro ,h`� �t� �10.bb
- 16.20 7)O 16.40 16.36+ 0k �� 16.08 �k PPOW ER'& 30. 00'
IRRIGATION OW + + 'O N6' ^ko � ^6•
WELL 17.71 17.76 + + oy o +
01 + XZ
51.5 oL
M 26.00'
UO
p N A10.0537.24
+ + +Z>LEI MMI
U
�
lb C� Ld N O I Q
0j 0 O- � LUX >oa Zrn ++ c)UrL,J-.L)
z
0rn I, TOP ` 0�o II O 0 0 W
000 n OF SLAB 4 mF-0o 13.06' o o i Q
m 0 .0 FFE= 18.65 9.99, 00 mow_ (V r7 0 =
N W 0_ p 6 0 �0 �0 �� N> o N 0 Q
W Lv F- mW N OW p W
~OW O 15.50' 22.02' O Uw ro zj +^ . N o O
p o o :Fc o Q I
p oa.
Z 4 a 24. 125.65' N= _ 37.56' 6a k6 �6� 0 \
0 oo +
4' WIRE 1 .53' N 22.07' 1(• +N N ^ 16.61 0
FENCE END 16.1 CO
1 FOOR DRIVE
N N
0.6'E OF PL S g � � a, O
O N FOR DRIVE g (y° 6 0+ gg•
�6 0 Ln
N �bk� �1 ,�+�° ry ems+ q �-01 �
WATER + 16.90 + 6^ 0a •^ �' 6�O '1 �/i SIGN
METER 14.41 - N ^y
14.007 _ of
189f5-7�511+1W 99.80� C 14.49+SMo p 14"P y 1 00.00 P g MANHOL
0 c INV=14.11 0,
155.00: P o� tik
A, 154.80C l6' 155.00'(P) 154.80'(C)
FND V S89'57'51 "W 309.60 M
NAIL 310.00'�P�
BARTOW STREET
50' R/W - 20' ASPHALT ROAD
4
SITE BENCHMARK
FND NAIL
ELEV= 16.86 NAVD 1988
11-17-21 GARAGE FINAL SURVEY
9-24-21 GARAGE FORMBOARDS
5-26-21 REVISED GARAGE 5903 PALM DRIVE LAST FIELD DATE: 9-24-21
SCALE: 1 "=30'
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
CERTIFIED T0:
KENNETH MATTHEW JONES
GOLDWATER BANK, N.S., ISAOA/ATIMA
DATE: 9-24-21
619 SW Biltmore Street
WESTCOR LAND TITLE INSURANCE COMPANY
DRAWN: MS
Port St. Lucie, Florida 34983
®
FIRST INTERNATIONAL TITLE J . 'AI10�
...........
.ti�]�''••,y�
JOB NO.:
Phone: (772) 340-7770
P s
1 8-4002
�280 Fax: (772) 340-2250
Digitally signed by Alexander J Piazza
Alexander J Piazza dnQnellf,,-A 14da DN c-US, o-F on 0D000001 ]9D39DE]2C000182]8,
n-AlexanderJ Piazza
Date: 2021.11 A ] 09:22:48-05'00'
ALEXANDER J. PIAZZA
Professional Surveyor & Mapper
orida Certificate No.: 6330
DATE:
REV I S I ONS :
9-29-20
ADD PROPOSED GARAGE
1-21-19
ADD FFE & WIDEN DRIVE TO 20'
FA ar_ • III1
K:\BUILDERS\DWG2018\18-4002.dwg, 11/17/2021 9:21:00 AM