HomeMy WebLinkAboutSURVEYSF SURVEY: , BOUNDARY
,..OT PLAN
U C 11E IN F0'_ _ - ATION FINAL
COMPLETED ON:
7-25-18
7-25-18
4-09-19
LEGALIDESCRIPTION:
SURVEYOR'S REPORT:
LOT 40 IN BLOCK 61 OF INDIAN RIVER
A
1�\ I
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
ESTATES UNIT 8, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT
I \VI
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES. OR IMPROVEMENTS WERE
BOOK
10; PAGE 73, OF THE PUBLIC
O
LOCATED UNLESS OTHERWISE SHOWN.
RECORDS OF ST. LUCIE COUNTY,
z
3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
FLORIDA.'
p
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
Lu
12111CO281 J, EFFECTIVE DATE FEBRUARY 16. 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
O U
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS:
,
y4i
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(C)
- CALCULATED
U
(j
=T
ASSUMED
OF(M) OPER
- MEASURED
Ln 1n
6. ALL DIMENSIONS SEHOWNO ARE 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
CONIC
- CONCRETE
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
FFE
- FINISHED FLOOR ELEVATION
o
"1
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
L
= RADIUS OF CURVE
CURVE
CANNED
= DELTATHOFFCU
BY
0
= SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
TRECEIVED
LO'0 Sr Lucie County
I
V J
NQ
&DI
N9Pfi1141{�
M^
�,T. LUEIe Eediitbl
0o n
LOT 38 BLOCK 61
III P:M.
FFE= 19.74
m
�
LOT 39 BLOCK 61
VACANT
0
RE
05 �03RW ER
125.(
IRRIGATE
WELL
00
N89'57'51 "E 124.1
16,20
16.08
IRRIGA�ON O
iO
LL.
m
0rn�
m, U
o IIF
HLL 0
O
4' M
FENCE I
00E OF
LV
Z
61.59'
O
�a oc
oma' IIvILLO-I WaM000
W
WQWILW1
oQ�
J WO
K
0_
m
A
0+14.07 Stay"b/ 51+W yytiU L; 14.49+
4.31Lei I Ary 100:00' P ,4 �•
fV �4'
155.00' P o1 * tia 4�
154.80'�C� h4 155.00'(P) 4 D' 154.80'(C)
FND� S89'57'51"W 309.60'(M)
.NAIL 310.00'(P) SITE
BARTOW STREET ELEV= 16.86
50' R/W — 20' ASPHALT ROAD
1 "=30'
4-09-19
JOB NO.:
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Biltmore Street
*LB#7280
Port St. Lucie, Florida 34983
Phone: (772) 340-7770
Fax: (772) 340-2250
ST LUCIE
y 41\
_e-
30.00'
SIGN
--
RA
0
0
0
10
to
a�
16.61
Q
w
m
CO.
I - I - 1
18\18-4002.dwg, 4/9/2019 2:53:58 PM
LEGAL DESCRIPTION: o
LOT 40 IN BLOCK 61 OF INDIAN RIVER
ESTATES UNIT 8, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT
BOOK 10, PAGE 73, OF THE PUBLIC I
RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
ABBREVIATIONS:
(C)
= CALCULATED
(M)
= MEASURED
(P)
= PLATTED
CBS
= CONCRETE BLOCK STRUCTURE
CMP
= CORRUGATED METAL PIPE
CONIC
= CONCRETE
FFE
= FINISHED FLOOR ELEVATION
O
FIND
= FOUND 5/8" IRON REBAR
M
IRC
= 5/8" IRON REBAR WITH PLASTIC CAP
IR
= 5/8" IRON REBAR
PCOR
= PROPERTY CORNER
PL
= PROPERTY LINE
PUDE
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W
= RIGHT-OF-WAY
S/T
= SEPTIC TANK
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
A
= DELTA OF CURVE
0
= SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330" \
co
YN n \
UM n
NAIL
SURVEYOR'S REPoRT!nftL t�y
1.-UNLESS OTHERWISE NOTED ONLY PLATT - E "OFe
SHOWN HEREON. $
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LOCATED UNLESS OTHERWISE SHOWN.
3. THIS SITE LIES WITHIN FLOOD ZONE "X ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO281 J, EFFECTIVE DATE FEBRUARY 16. 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
OF LOT 40 ASSUMED TO BEAR S00'02'09"E.
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FEET.
7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
J. PIAZZA PSM, INC.
8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
JAN 2 2 2919 I �.
p MIH.QUE!BACI`if,E).
ST. Lucia County, Permitting
LOT 38 BLOCK 61
m�c> \ FFE= 19.74
o w a LOT 39 BLOCK 61
FAN \ ' VACANT
0
4' WIRE
IRRIGATION 0.5'Sof E 0 CORNER
\ J 125.
WELL P>;GR N85 57'51 "E 124.1
16.20 0_ M/n,,. 16.08
IRRIGATION
FENCE ENO
0.6'E OF PL
DRAWN: CJM
JOB NO.:
18-40,02
DATE:
1-21-19
FB G:
pt 14.07
0
0
BARTOW STREET
50' R/W — 20' ASPHALT ROAD
ALEXANDER J. PIAZZA PSM, INC.
8 Surveying • Mapping • Consulting
619 SW Blltmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
LBf7280 Fax: (772) 340-2250
rNR;
7.f.G, C1,9
TECH, I
30.00'
I
o
61. 0.
ud
County
37.25'
/
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1$.51 LL.I 1
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64
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11.58
C +
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jam.F1.3
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10.00'
OJ �O
M $'
,. GIj F
V)
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rco;
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Q I
0
f2
61.55'
25.67'
1
37 58'
nN
1 6ah 1p09
+
.I0�'h
N
16.61
\
o
a
m
!0� O
O
PROPOSED
1" WATER SERVICE
.,A
'i
`! 6h
�0
w n�' �/
i V..
SIGN
1
�h D
155.00'(P) 4b' 154.80'(C) +61h
S89'57'51"W 309.60' M
310.00'((P3 SITE BENCHMARK
FIND NAIL
ELEV= 16.86 NAVD 1988
CERTIFIED TO:
KENNETH MATTHEW JONES
PORT ST LUCIE PROPERTIES, INC.
e°se
J
K:\BUILDERS\DWG2018\18-4002.dwg, 1/21/2019 12:39:39 PM
GOMPL71ED ON: 1 7-25-18 1 7-25-18
LEC'L! DESCRIPTION: c SURVEYOR'S REPORT:
LOT/40 ,IN BLOCK 61 OF INDIAN RIVER �I M 1. UNLESS OTHERWISE NOTED ONLY PLATTED PA�
ESTATES UNIT 8, ACCORDING TO THE I \Vy SHOWN HEREON.
PLAT THEREOF AS RECORDED IN PLAT 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
BOOK 10, PAGE 73. OF THE PUBLIC O LOCATED UNLESS OTHERWISE SHOWN.
,RECORDS' OF ST. LUCIE COUNTY, Z 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
FLORIDA,. II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO281 J. EFFECTIVE DATE FEBRUARY 16, 2012.
, 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
C) SURVAli FLOOD
ZONEESHHOULD BEYOR AND SVERIIFIEDDBYSAA DETERMINATION Y. E INATIONAGENCY
ABBREVIATIONS: ¢¢ 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(C) = CALCULATED = U OF LOT 40 ASSUMED TO BEAR S00'02'09"E.
(M) = MEASURED LO y 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS = CONCREPLATTEDTE BLOCK STRUCTURE ' OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FEET.
CMP = CORRUGATED METAL PIPE C0
CONIC = CONCRETE 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
FFE = FINISHED FLOOR ELEVATION O DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
J. PIAZZA PSM, INC.
FND = FOUND 5/8" IRON REBAR M 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
A = DELTA OF CURVE
® = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330" \
FND
YN O \ NAIL & DISK
UMn
06 n LOT 38 BLOCK 61
m0 \ FFE= 19.74
mwa LOT 39 BLOCK 61 b
r�N 1 VACANT o
o qq \ o^
4 CEECORNER C
IRRIGA�LL OF P7;01�3,W \, , n 125.00� P 0 A 9 C6
N89� 57 51 E 124.80 C ,01 ,by_ ,6"
16.20 so MiyM 16.0e 30.00'
00. Ly o 0
IRRIGAWELL
o c 26.00' O
O �y�i / 37.2 W Y e O ,
G'1fj U �� n n 00 o O
Uc zin Law ow
UW 11.SBN a❑ 15.51 W o '�6ry^ ��6�0
Y �95Z o) 14.64 O O
UOII� O -WO!W
��^ '•oa u�mm�'�-'I� 5' 13.08' o o
2 mom ac
m IIF / noi; OW�U M O d
w� a0011m .N W ¢
~O� N 0 51.55' 10.00, 0 MILS n 5, ��,,.:. 0 o N
J
O6 lMOM,. o Q I
�o
m[L
Z 61.55' 25.67' � 3 6a� b60 �6� N \
0
4' WIRE + 16.61
FENCE END O
0.8'E OF PL m m � 70ys �
�_0C
PROPOSED a
WATER
1" WATER SERVICE ^NN �! 1yy6 ^GO(�/�
✓-J• v ` S-�
14.07 S89057 51+W 99.80 C 14.41 �` M
N I 90 14,31 b 1 00.00' p No MANHOL
NAIL
SCALE: 1"=30'
DATE: 7-25-18
DRAWN: CJM
JOB NO.:
18-4002
DATE:
I
I
FB G: I I -
155.00'(P) N6b- 154.80'(C) +6y0
S89'57'51"W 309.60'(M)
310.00'(P) SITE BENCHMARK
BARTOW STREET ELEV= 16.86 NAVD 1988
50' R/W - 20' ASPHALT ROAD
ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO:
KENNETH MATTHEW JONES
Surveying • Mapping • Consulting PORT ST LUCIE PROPERTIES, INC.
619
BlItmore Street
*LE
Port St. Lucie, Phone:W(772) 340a777083 %`` R...... BA
<V; o�5e Nrf7280 Fax: (772) 340-2250 a _,, ,o `'b
� � I
8\18-4002.dwg, 1/9/2019 1:48:04 PM
K:\BUILDERS\DV1
COWLETED ON:
1 7-25=18 '
fLEaAL DESCRIPTION:
SURVEYOR'S REPORT:
LOf 401 IN BLOCK 61 OF INDIAN RIVER ram\
A
I
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
ESTATES UNIT 8, ACCORDING TO THE I
PLAT THEREOF AS RECORDED IN PLAT
\Vy
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
BOOK i10, PAGE 73, OF THE PUBLIC
LA O LOCATED UNLESS OTHERWISE SHOWN,
RECORDS OF ST. LUCIE COUNTY,
M 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
Z
FLORIDA.
II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO281 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
p
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS:
y ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
U 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(C) =,CALCULATED
OF = LOLOTO ASSUMED TO BEAR
OPER
(M) =;MEASURED
N 6. ALL DIMENSIONS SHOWNO ARE PLAT UNLESS
(P) =PLATTED
.p-
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CBS =i CONCRETE BLOCK STRUCTURE
V, 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
FDOH in St. Lucie County
R RADIUS OF CURVE
L =, LENGTH OF CURVE
Environmental Health
A = DELTA OF CURVE
® = SET 5/8' IRON REBAR WITH PLASTIC
Site Plan Approved for Construction
CAP "AJP PSM 6330" \
Supersedes All Previous Site. Plans for
zo
OSTDS'#%'5('l9D$96-NAIL K
^
Oro0oj n
LOT 38
BLOCK 6Dat@: I H I
m=0
FFE=
19.74 —
Revieiker2
II F
LOT 39
BLOCK 61 0
y
1
VACANT O
O
\
WW
FENCEECORNER
^1
IRRIGATION \�
r
125.00r P
OF P�OIi3W
N89
r n
57 51 E 124.80 C
16.20 SOOO�•yiyGM)
16.08 30.00,
RRIG WELL
I
O
'yiy'°
37.25' O
O
O
O
00 rn
\�mYUO
o�>� N ryw ¢
O
�Oa�IOII
15.51 66
In r
+,
Y ZN 11.580)14.64Uz/1z0_ OO
A
ozFO-WO'W
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Wn=.
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am
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w�
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O
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0
Q I
Qm
0 a
h 3
Z
25.87o . �?�+�ge 10h
- 16.61
4' MRE
FENCE END
OqS,
0.6'E OF PL
PROPOSED
b ^
WATER 1" WATER SERVICE �A
`! ybb ^ /'` SIGN
METER
♦
•. ^�f�YOV�
�+p
14.07 S89857153+W
99.814.49+ ,(Cw9�'S9
OTIPPC
0
D� M
1 00.0MANHOL
N I1y9p
9ry
Nh'
6.I0
NAIIL
ALE: 1"=30'
SE: 7-25-18
AWN: CJM
IB NO.:
18-4002
ITE:
I
I
a r• I _
BARTOW STREET
50' R/W — 20' ASPHALT ROAD
Surveying • Mapping • Consulting
619 SW iStreet
S
Port St. Luccie,, FloridaFlor34983
Phone: (772) 340-7770
L9f7280 Fax: (772) 340-2250
I I
02.dwq, 10/1/2018 12:40:04 PM
t
155.00'(P)+4�p154.80'(C)
S89'57'51 "W 309.60'(M)
310.00' P SITE BENCHMARK
FND NAIL
ELEV= 16.86 NAVD 1988
ELD DATE: 7-25-18
PROPERTIES, INC.
zrse
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