HomeMy WebLinkAboutRevision/deferred submittalOFFICE USE ONLY:
DATE FILED: _
REVISION FEE:
PERMIT # WCO-q - en00'4
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT DEFERRAL
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: 15q 1 te-och Ovc.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:C&.We-30-72, ST. LUCIE CO.CERT. #:31220
BUSINESS NAME ro
QUALIFIERS NAME: VVI.Ot-v QLk$
ADDRESS: 20 L \V
CITY:'PS(_ STATE: F-% ZIP: q
PHONE (DAYTIME): -Ii26 Ll Y (n—q 139 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
SLCCC: 9/23/09 V I
Revised 06130117
FAX:
FAX:
ZIP:
ZIP:
OFFICE USE ONLY: -
DATE FILED: _
REVISION FEE:
LOCATION/SITE
ADDRESS: r ,
PERMIT# (�W `' O�oO
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE -
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT DEFERRAL
PROJECT INFORMATION
>eacln Ovc.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:C$ LWP-3b-fZ ST. LUCIE CO,CERT. #:31220
BUSINESS NAME- :i)9Vro tx
QUALIFIERS NAME:
ADDRESS: a0 L �V
CITY: PSL STATE: F1 ZIP:-314qgq
PHONE (DAYTIME): -T-ra 11y -9 13 FAX-
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
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TYPE. OF SURVEY: I BOUNDARY I PLOT PLAN I U C TIE IN I FOUNDA
COMPLETED ON: 1 5-18-20 1 5-30-20
LEGAL DESCRIPTION:
O
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
RECORDED IN PLAT BOOK 10, PAGE 72, OF
U O
LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC 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.
12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
a
.�
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
O
U
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS:
iC°
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
CBS = CONCRETE BLOCK STRUCTURE
V Q
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP = CORRUGATED METAL PIPE
= V
OF LOT 6 ASSUMED TO BEAR S00'15'33"E.
CNS = COULD NOT SET
In
CL 0
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
J. PIAZZA PSM, INC.
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 OTHER THAN THE SIGNING PARTY OR PARTIES IS
O = 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 41
0• 18.17 (b'
yo• WATER VALVE Erb
'1 FlRE HYDRANT
® eo i r� SITE BENCHMARK
Oo 16.00' 16.00' ELEV= 8 01 NAVD 1988
/ ' 2 WOOD
IRON PIPE POWER COWS
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262.50' W 1IATER o 5' 7.74 FND 34"
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PROPOSED
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594 BEACH AVENUE LAST FIELD DATE: 5-18-20
CERTIFIED
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PORT ST LUCIE PROPERTIES, INC.
DATE: 5-18-20 Surveying • Mapping • Consulting
DRAWN: CJM*LBE#-1280
619 SW Blltmore Street ®�®®R
Port St. Lucie, Florida 34983 ®fig e °°°°•.. N4
JOB NO.: Phone: (772) 340-7770 m-�;.••'°°�Se
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TYPE OF SURVEY:1 BOUNDARY I PLOT PLAN I U/C TIE IN I FOUNDATION FINAL
COMPLETED ON: 1 5-18-20 1 5-30-20
LEGAL DESCRIPTION:
O
SURVEYOR'S REPORT:
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M
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,I
\Vy
SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS
2.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
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.
L1iII
12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
mil...
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
V Q
5.
BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP = CORRUGATED METAL PIPE
= V
OF LOT 6 ASSUMED TO BEAR S00'15'33"E.
CNS = COULD NOT SET
h
a
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
CT AND RESPONSIBILITY OF ALEXANDER
PIAZZAPERV
IR = 5/8" IRON REBAR
tp
8.
J. PSMISION 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.
FND 3 4"
IRON ,PIPE
tO6
BEACH AVENUE
60' R/W - 20' ASPHALT ROAD
8.17
WATER VALVE 66 p
FIRE HYDRANT \
0 eox r� SITE BENCHMARK
1s.00' SET NAIL
2 WOOD El 8.01 NAVD 1988
8944' 7"E 12.50' POWER CONC
WS
POLES POWER
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262.50'
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LAST FIELD DATE:
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ALEXANDER
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CERTIFIED
DATE: 5-18-20
Surveying
• Mapping • Consulting
PORT ST LUCIE PROPERTIES, INC.
619 SW Biltmore Street®
Port St. Lucie, Florida 34983
DRAWN: CJM*LBE#7280
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JOB NO.:
Phone: (772) 340-7770�$e
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ISIONS:
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Iarr- vr, aur%vtf:l tVUNUAKT I FLUI FLAN I U C TIE IN I FOUNDATI
COMPLETED ON: 1 5-18-20 1 5-30-20
LEGAL DESCRIPTION:
c SURVEYOR'S REPORT:
THE EAST HALF OF LOT 5 AND ALL OF LOT 6
I
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
1N BLOCK 19 OF RIVER PARK UNIT TWO
ACCORDING TO THE PLAT THEREOF AS
\VI
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
RECORDED IN PLAT BOOK 10. PAGE 72, OF
ro LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC 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.
a 12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS:
Q COURTESY.FLOOD
In Iz ZON£EYOR SHOULDDBESVER II F 1 EDDBYSAA DETERM I NAT I ONEAGENCY .
CBS = CONCRETE BLOCK STRUCTURE
0� 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
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_
OF LOT 6 ASSUMED TO BEAR S00'15'33"E.
CNS = COULD NOT SET
to
U S. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CONC = CONCRETE
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FFE = FINISHED FLOOR ELEVATION
FND = FOUND 5/8" {RAN REBAR
7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
IRC 5/B" IRON REBAR WITH PLASTIC CAP
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IR = 5/8" IRON REBAR
JO J. PIAZZA PSM, INC.
S. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PCOR = PROPERTY CORNER
PL - PROPERTY LINE
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
FLORIDA LICENSED SURVEYOR AND MAPPER.
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
R/W = RI HT -OF -WAY
= Oii 5/8" IRON REBAR WITH PLASTIC
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
0
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
Lq� V ,��\�4P PSM 6330"
PARTIES.
BEACH AVENUE
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594 BEACH AVENUE LAST FIELD DATE: 5-18-20
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ALMNDER J. PIAZZA PSM, INC.
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Surveying
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PORT ST LUCICIE PROPERTIES, INC.
AWN'
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619 SW Biftmore Street4�vu5,�isra
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Port
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St. Lucie, Florida 34983
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IB NO.:
Phone: (772) 340-7770
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20-5519
L87280
Fax: (772) 340-2250
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L/V V1\V, "% 1
ON. 1 5-18-20
LEGAL DESCRIPTION:
o
SURVEYOR'S REPORT:
THE EAST HALF OF LOT 5 AND ALL OF LOT 6
I
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
1N BLOCK 19 OF RIVER PARK UNIT TWO,
\VI
SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS
I1
Q.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
RECORDED IN PLAT BOOK 10, PAGE 72. OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
LL
M
LOCATED UNLESS OTHERWISE SHOWN.
3. "X",
Z
THIS SITE LIES WITHIN FLOOD ZONE ACCORDING TO
FLORIDA.
-z 11
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
LU
12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
:'.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
q
U
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS:
En ki
ZONE SHOULD BE VER I F 1 ED BY A DETERM 1 NAT I ON AGENCY.
CBS = CONCRETE BLOCK STRUCTURE
CU J
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP = CORRUGATED METAL PIPE
_
OF LOT 6 ASSUMED TO BEAR SOO.15'33"E.
CNS = COULD NOT SET
tcs
a
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CONC = CONCRETE
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FFE = FINISHED FLOOR ELEVATION
FEET.
FND = FOUND S/8" IRON REBAR
MAPPED
7. ALLFEATURES SHOWN HEREON ARE UNDER THE
IRC = 5/S" IRON REBAR WITH PLASTIC CAP
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IR = 5/8" IRON REBAR
M
J. PIAZZA PSM, INC.
POOR =PROPERTY CORNER
8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PL - PROPERTY LINE
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
PUDE - PUBLIC UTILITIES AND DRAINAGE EASEMENT
FLORIDA LICENSED SURVEYOR AND MAPPER.
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.
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I IED TO;
PROPERTIES, INC.
DATE: 5-18-20 Surveying • Mapping • Consulting
DRAWN: CJM 619 SW Biltmore Street
Port St. Lucie, Florida 34983
a
JOB NO.: ® Phone: (772) 340-7770'-.• •f �"'••
20-5519 LBi7280 Fax: (772) 340-2250
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ON:1 5-1
LEGAL DESCRIPTION:
SURVEYOR'S REPORT:
THE FAST HALF OF LOT 5 AND ALL OF LOT 6
I
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
1N BLOCK 19 OF RIVER PARK UNIT TWO,
\V1
SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS
2.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
RECORDED IN PLAT BOOK 10, PAGE 72, OF
LL0
LOCATED UNLESS OTHERWISE SHOWN.
THE PUBLIC 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.
12111CO279 K. EFFECTIVE DATE FEBRUARY 19, 2020.
a
., 4.
FLOOD ZONE SHOWN HEREON IS AN -INTERPRETATION BY THE
ABBREVIATIONS:
p
U
(no
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE
CBS = CONCRETE BLOCK STRUCTURE
CU 4 5.
VERIFIED BY A DETERM 1 NAT I ON AGENCY.
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
q
6.
ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CONC = CONCRETE
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FFE = FINISHED FLOOR ELEVATION
0
FEET.
FND = FOUND 5/8" IRON REBAR
l
7'.
ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
IRC 5/8" IRON REBAR WITH PLASTIC CAP
q
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IR = 5/8" IRON REBAR
M
J. PIAZZA PSM, INC.
PCOR = PROPERTY CORNER
8.
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PL = PROPERTY.LINE
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
PUBLIC
PUDE PUBLIC UTILITIES AND DRAINAGE EASEMENT
UTILITIES
9.
FLORIDA LICENSED SURVEYOR AND MAPPER.
ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
R/W = R1
BY•OTHER THAN THE SIGNING PARTY OR PARTIES IS
_ 5/8" IRON REBAR WITH PLASTIC
AAP
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PSM 6330"
PARTIES.
,�,&%P
BEACH AVENUE
�C Goo 60
R/W — 20 ASPHALT ROAD
Ap oe
1 8.17tip
14,
A at �c1 F
15,.
ALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INQ
ATE: 5-18-20 Surveying • Mapping • Consulting
LAWN: CJM 619 SW Biltmore Street
Port St. Lucie, Florida 34983
)B NO.: Phone: (772) 340-7770
20-5519 L19#7280 Fax:. (772) 340-2250
SITE BENCHMARK
SET NAIL
ELEV= 8.01 NAVD 1988
500sfOPOSD
DRAIINFlELD
10009f UNNOBASTRUCTED
ARE
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LAST'FIELD DATE: 5-18-20
PROPERTIES, INC.
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{JJJUA
K:\BUILDERS\DWG2020\20-5519.dwg, 8/27/20201:44:54 PM
TYPE OF SURVEY.1 BOUNDARY I PLOT PLAN I U C TIE IN I FOUNDATION FINAL
COMPLETED ON: 1 5-18-20 1 5-30-20
LEGAL DESCRIPTION:N
o
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
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.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
O
CU
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS:
N lJL
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
CBS = CONCRETE BLOCK STRUCTURE.
0 Q
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP = CORRUGATED METAL PIPE
3�u
OF LOT 6 ASSUMED TO BEAR SOO*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.
7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
FND = FOUND 5/8" IRON REBAR
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
J. PIAZZA PSM, INC.
IR = 5/8" IRON REBAR
tp
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 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.
BEACH AVENUE
60' R/W — 20' ASPHALT ROAD
O6
1,1
�•
18.17
�•
ya
WATER VALVE 66
O
FlRE HYDRANT 1
® eox
r�
SITE BENCHMARK
a
ts.00' t6.00'
ELEVNA8 01 NAVD 1988
/
FND ^ 4'
IRON PIPE
�l^6�
89'44' 7"E 12.50'
2 WOOD
POWER
POLES
CONC
POWER
V 262.50' 8.22 W WATER o 5' 7.74 FND 3/4"
lfETER S IRON PIPE
9.5'
P OPOSED ANCHOR
w 5'
DR VE
PROPOSED
2 SERVICE 20.50' ro S T 500sf DRASNFlELD
19.671000sf UNOBSTRUCTED
10.00' AREA
Q
Q O COVERE + 36.33' 36.00' w
rn � o ENTRY 9.34 Q
0, O q MODEL "ARUBA" coU00
Q
ri M PROPOSED RESIDENCE Iq O w 0 J
�moi� �FFE=10.50 a 8.90 z� 0��
II COVER D
MLO >" 20.50' PORCW 56.00' 36.00' W oa m�;j0
�Z
�00- M 8.0'b 1� S/T -L-
Lf) a) M
T- f �
ao
Z P 0UF- ma 0
�OZ-
-mU coo
QV) 0
� +
W0Top OF
10' SET SRC POJ eANK� N
"PSM 6330 !\ FND 3/4"
WITNESS" \ IRON PIPE
FND IR 0.28'S
8.43
S89044'2
37.50'
ST. LUCIE RIVER F°c
. F°A, 0.04 /
LAST FIELD DATE: 5-18-20
SCALE: 1 "=30'
ALEXANDER J. PIAZZA PSM, INC.
PERT I F I ED
PORT ST LUCIE PROPERTIES, INC.
DATE: 5-18-20
Surveying
• Mapping • Consulting
619 SW Biltm ore Street
Port St. Lucie, Florida 34983
��®�Bi g®806
DRAWN: CJM*LEB
®®®� N
„20-55197280
JOB NO.: -
Phone: (772) 340-7770�°°°°�s
e
Fax: (772) 340-2250
�3G/
DATE:
REVISIONS:
ito�ru����
K:\BUILDERS\DWG2020\20-5519.dwg, 8/27/2020 1:44:54 PM
TYPE OF SURVEY.1 BOUNDARY I PLOT PLAN I U C TIE IN FOUNDATION FINAL
COMPLETED ON: 1 5-18-20 1 5-30-20
LEGAL DESCRIPTION:
SURVEYOR'S REPORT:
�I
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,
\Vy
SHOWN HEREON.
ACCORDING TO THE PLAT THEREOF AS
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
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.
W�
12111CO279 K, EFFECTIVE DATE FEBRUARY 19, 2020.
._
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
O
U
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ABBREVIATIONS:
Q L4
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
CBS = CONCRETE BLOCK STRUCTURE
0 ¢
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
CMP = CORRUGATED METAL PIPE
= U
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.
7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
FND = FOUND 5/8" IRON REBAR
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
J. PIAZZA PSM, INC.
IR = 5/8" IRON REBAR
rp
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 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.
to
41
1�
0
// „ O
RON 3PIPE - PO r�'ti
1•
262.50;
PROPOSED
2 SERVICE 20.50'
O
O yo
M �
r
2 20.50'
M
%[)
r a
O
O /
Z
10' OFFSET
SET IRC
"PSM 6330
WITNESS"
BEACH AVENUE
60' R/W — 20' ASPHALT ROAD y
1 8.17 0S
WATER VALVE rob O
FlRE HYDRANT '1
® B0 r� SITE BENCHMARK
1s.00' 16.00' SET NAIL
2 WOOD ELEV= 8.01 NAVD 1988
Al QA'A A 9 7"C 1 7 rih POLES POWER
E
COVEREI Jb.UU
ENTRY 9.34
o „ „
Po PROPOSED RESIDENCE 1,
FFE=10.50 N
COVER D 36.00'
PORC 56.00'
8.0'0
LL-
OY 0Q
UI— mQ
\mU C11 �>
Q �ti H
Q� + O
WO jOP of 6
a,
9
o
FN D
S89'44'2 '
37.50'
ST. LUCIE RIVER
7.t
3�4"
IPE
HOR
PROPOSED
500sf DRAINFIELD
00sf UNOBSTRUCTED
10.AREA
O
O
9
ULk NJ
z0f
r
_3
mwo
W
ix
�LL-z
M
S/T
O
M
J
in
O
O
V)
FND34"
IRON PIPE
0.28'S
S , �0�
FOB
F of 0.04 /
SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC.
DATE: 5-18-20 Surveying • Mapping • Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO.: ® Phone: (772) 340-7770
20-5519 U #7280 Fax: (772) 340-2250
nATr. cumemme.
CERTIFIED TO:
PORT ST LUCIE PROPERTIES, INC.
r•' se
6
K:\BUILDERS\DWG2020\20-5519.dwg, 8/27/2020 1:44:54 PM