HomeMy WebLinkAboutBoundary SurveyTYPE OF SURVEY. -I BOUNDARY I PLOT PLAN I U C TIE IN I FOUNDATION FINAL
COMPLETED ON: 5-18-20 5-30-20
M,
". LEGAL DESCRIPTION: p SURVEYOR'S REPORT:
THE EAST HALF OF LOT 5.AND ALL OF LOT 6 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
' IN BLOCK 19 OF RIVER PARK UNIT TWO, SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS W, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
RECORDED IN -PLAT BOOK 10, PAGE 72, OF W O LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC 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 12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
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.
CBS =CONCRETE BLOCK STRUCTURE 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP =CORRUGATED METAL PIPE � (j OF LOT 6'ASSUMED TO BEAR S00'15'33"E.
CNS = COULD NOT SET 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CONC = CONCRETE OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FFE = FINISHED FLOOR ELEVATION C9 FEET.
FND = FOUND 5/8" IRON REBAR 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
IRC = 5/8" IRON REBAR WITH PLASTIC CAP p DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
J. PIAZZA PSM, INC.
IR = 5/8" IRON REBAR 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PCOR = PROPERTY CORNER VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
PL = PROPERTY LINE FLORIDA LICENSED SURVEYOR AND MAPPER.
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
R/W = RIGHT-OF-WAY BY OTHEW THAN THE SIGNING PARTY OR PARTIES IS
0 = SET 5/8" IRON REBAR WITH PLASTIC PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
CAP "AJP PSM 6330" PARTIES.
BEACH AVENUE
06 60' R/W - 20' ASPHALT ROAD �y
0 18.17 O.
ya WATER VALVE 66 lb
1 FIRE HYDRANT 1
® MAIL SITE BENCHMARK
0 1s:0o' 16.00' SET
01 NAVD 1988
�� 2 WOOD
POWER CONC
LE
FND
3 PIPE M 6� N89'44' 7"E 12.50' POLES POWER
262.50' W 1NATER o 5' 7.74 FND 3 /4"
8.2 DETER o IRON PIPE
95
z� $ PROPOSED k 5' ANCHOR
VE
PROPOSED DR
2 SERVICE 1 .50' PROPOSED
500sf DRAINFIELD
19.67' N S/T' 1000sf UNOBSTRUCTED
•r \� 5 10.00'
0
0 O COVERED +35.33' 46.00' w
rn Oh b ENTRY 9.34 QCD
p O MODEL "ARUBA" Bo O
00
NUn� M M PROPOSED RESIDENCE � p Ucv J
�o0) FFE=10.50 N 8.90 �� 0;::,
�m II r- z� J�
COVERED wa 07II
NLOLZ R PORCH 5.00' 46.00' w r�,I
�IOL_ 10.50' I'7 8.0' c ~�Z
3 M S/T O
J
CD
r 0) LO
ovo oC7
Q OZ U (Do
\Nmj
C
Nv<)
L0�pF + o .J
w_j P OFF p "= C ►0+. N
10' SET OFFSET
eANk1, o, U = U (z
"PSM 6330 N \ IRON �� g
WITNESS"
"� FN IR 0.28' �:
r S89'44'2� °�°° 6.43 o o a- 6
37.50 ° ° �� = Iz a
W � a)
IL Lb
ST. LUCIE RIVER SOp n c= o
°cF o 0.04 0
In Of
q�
R
594 BEACH AVENUE LAST FIELD DATE: 5-18-20
SCALE: 1 =30
' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO:
PORT ST LUCIE PROPERTIES, INC. .
DATE: 5-18-20 Surveying • Mapping • Consulting
DRAWN: CJM*LEBf7280
619 SW Biltmore Streets
Port St. Lucie, .Florida 34983gJOB NO.: Phone: (772) 340-7770gv
fax: (772) 340-2250 �E „
20-5519 z �< . .11
6330
DATE: I REVISIONS:
FB/PG: I - I
K:\BUILDERS\DWG2020\20-5519.dwg, 7/13/2020 5:01:39 PM
TYFE,OF SURVEY:
UNDARY
PLOT
PLAN
U
C TIE IN
FOUNDATION
FINAL
COMPLETED ON:
HF18-20
5-30-20
LEGAL DESCRIPTION:
p SURVEYOR'S REPORT:
THE EAST HALF OF LOT 5 AND ALL OF LOT 6
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
IN BLOCK 19 OF RIVER PARK UNIT TWO,
SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS
2.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
U•
RECORDED IN PLAT BOOK 10, PAGE 72, OF
O
LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC 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.
12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
a
4.
FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
p
SURVEYOR AND SPROVIDED SA COURTESY. THEFLOOD
ABBREVIATIONS:
ZONE SHOULD BEVERIFIED BYADETERMINATION AGENCY.
CBS CO=CONCRETE BLOCK STRUCTURE
C
U 5 .
BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP = CORRUGATED METAL PIPE
_
OF LOT 6 ASSUMED TO BEAR S00.15'33"E.
CNS = COULD NOT SET
tf) 6.
ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CONC = CONCRETE
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FFE = FINISHED FLOOR ELEVATION
C9
FEET.
FND = FOUND 5/8" IRON REBAR
7.
ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
p
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IR 5 8" IRON REBAR
_ /
M 8.
J. PIAZZA PSM, INC.
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PCOR = PROPERTY CORNER
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
PL = PROPERTY LINE
FLORIDA LICENSED SURVEYOR AND MAPPER.
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
9.
ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
R/W = RIGHT—OF—WAY
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
0 = SET 5/8" IRON REBAR WITH PLASTIC
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
CAP "AJP PSM 6330"
PARTIES.
6
�O
M
1'y
0 0
RON 3 PIPE M 45
1
262.50;
rn
��
OVrJ
�Oov
—co
II
�Ln�Z
BOLL- 10.50'
J
: 1 "=30'
(DATE: 5-18-20 1
IORAWN: CJM I
JOB NO.:
20-5519
10' OFFSET
SET IRC
"PSM 6330
WITNESS"
BEACH AVENUE
60' R/W — 20' ASPHALT ROAD )
8.17 0�
WATER VALVE 66 a
FIRE HYDRANT A-
® B0 r� SITE BENCHMARK
1s.00' 16.00' SET NAIL
2 wooD ELEV= 8.01 NAVD 1988
N 89'44' 7"E 12.50' POWER COWS
POLES POWER
am F
8.2 LWd WATER
1
ETER
5'
7.74
FND
34"
o
IRON
IPE
95
PROPOSED
VE
cwn
5'
ANCHOR
N
PROPOSED
19.67'
S/f
500sf DRAIN FIELD
1000sf UNOBSTRUCTED
10.00'
AREA
ai
COVERED
+ 36.33' 46.00'
ENTRY
9.34
O
MODEL
"ARUBA" co
O
PROPOSED
RESIDENCE 9
p
9
FFE
10.50 N
8.96
M
Z�
COVERED
as
PORCH 5
.00'
46.00'
L+J
�
8.0'
S/T
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FN I
S89'44'2 'M
37.50'
ST. LUCIE RIVER
%K.
Soso, � V
FOc
F 0 0.04
44, /
FND 3 4"
IRON PIPE
0.28'S
594 BEACH AVENUE LAST FIELD DA
ALEXANDER J. PIAZZA PSM, INC. CERTIFIED PORT ST LUCIE PROPERTIES, INC.
Surveying • Mapping • Consulting
619 SW Biltmore Street ®nv,p��R
Port St. Lucie, Florida 34983
*LEB#7280
Phone: (772) 340-7770 Fax: (772) 340-2250A,,;:°'oeNz�-9 5C ; - /j • �u/j
REVISIONS: J/f'�/(m../.l
F,
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rU-Z
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5-18-20
rD/rV: 1
K:\BUILDERS\DWG2020\20-SS19.dwg, 6/19/2020 2:38:48 PM