HomeMy WebLinkAboutSURVEYSQI
-
11.0 10.9
DRAINRELD I
0.5
SECTION "A"
(LOOKING NORTHERLY)
SA5' 5.3' I 5'
J
FFE=12.34 I w
11.8 0
I a_
SECTION "B" 10.2 10.5
(LOOKING
TOOSCALELY)
I
w
J
z
a
yl
_1
FFE=12.34
w
1.7
I oa
SEC11ON "C" y °�
(LONOTTOCALE SOUTHERLY)
8' 12'
LEGEND:
Top
(C)
= CALCULATED
9'
o' �
(D)
(M)
= DEED
= MEASURED
OFF
1& 4g RCT
`°
N
(P)
= PLATTED
42"
yFgpWo000.1 7'lV
CMP
= CORRUGATED METAL PIPE
CNS
= COULD NOT SET
qC� 1•a1
CONC
= CONCRETE
FFE
= FINISHED FLOOR ELEVATION
/N
D cF
R D
= FOUND
= [RON ROD
441
of Wq�
IRC
= 5/8" IRON REBAR WITH PLASTIC CAP
FR
PCOR
= PROPERTY CORNER
PCP
= PERMANENT CONTROL POINT
'VS
PL
= PROPERTY LINE
SO
PUDE
R/W
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
= RIGHT—OF—WAY
S'
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
SF
= SQUARE FOOT
A
= DELTA OF CURVE
= SET 5/8" IRON REBAR WITH PLASTIC
0
CAP "AJP PSM 6330"
C/
+1g1
= FINAL GRADE ELEVATION
---
= DRAINAGE FLOW ARROW
6-11-19 ADD FINAL GRADE ELEVATIONS
610 WILLOWS AVENUE
TYPE
OF SURVEY:
BOUNDARY
I PLOT PLAN
U C TIE INI
FINAL
ITOPOGRAPHIC
COMPLETED ON: 1 7-11-18 1 9-21-18 1-21-
1-28-19 ADD MEAN HIGH WATER LINE AJP
1-7-19 MOVE HOUSE 5' FORWARD AJP
12-7-18 REVISE PER COMMENTS AJP
9-12-18 ADD SEPTIC LOCATIONS AJP
DATE: - REVISIONS: BY:
WILLOWS AVENUE
60' R/W - 20' ASPHALT ROAD
SITE BENCHMARK
PAINTED "X"
ELEV= 9.80 NAVD 1988
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Blltmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
LgFM Fare (772) 340-2250
J
' _1
00 4 3'
U C�
o�w
m m
MwL
'-I.L_ >
F_LL-
O O
i)
FND34"
IRON PIPE
0.14'S, 0.18'W
' LAST FIELD DATE:
CAD K:\BUILDERS\OWG2018\18-3974.DWG
REF K:\
FLD CJM / AJP F9• PG. JOB
OFF CJM DATE
CKD AJP SHEET 1 OF 1 DWG.
ASBUILT
1-21-19
18-3974
1 21-19
C-885
S URV E_Y___1
__
d '�dtr
w_%27 -
�U
C�
m
SCANNED
BY
St Lucie County
LEGAL DESCRIPTION:
LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
AiunoD awl is
X6
03NNHOS
SURVEY NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
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.
12111CO280 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 12 ASSUMED TO BEAR S00'17'40"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
PARTIES.
CERTIFIED TO:
THOMAS, CLAIRE & TIMOTHY OCONNOR
PORT ST. LUCIE PROPERTIES, INC.
o,,..•
else N '•s-9 .o
Pro s dqa I twr�eyqvl� pper
FIorIN _96330
K:\BUILDERS\DWG2018\18-3974.dwq, 6/26/2019 1:53:16 PM
AMA-0
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
0STDS # SGS�•-1$1o4Z4 & Well # NA}
Date: I/24/Iq'
Reviewer: �d,�-.--•- �lcw --
r
LEGEND:
(C) = CALCULATED
(D) = DEED
(M) = MEASURED
(P) = PLATTED
CMP = CORRUGATED METAL PIPE
CNS = COULD NOT SET
CONC = CONCRETE
FFE FINISHED FLOOR ELEVATION
FND = FOUND
IR = IRON ROD
IRC = 5/8" IRON.REBAR WITH PLASTIC CAP
PCOR = PROPERTY CORNER
PCP = PERMANENT CONTROL POINT
PL = PROPERTY LINE
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT—OF—WAY
R = RADIUS OF CURVE
L = LENGTH OF CURVE
SF = SQUARE FOOT
I = DELTA OF CURVE
O = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
610 WILLOWS AVENUE
[COMPLETED
YPE OF SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC ON: 7-11-18 1 9-21-18
1-7-19 MOVE HOUSE 5' FORWARD
12-7-18 REVISE PER COMMENTS
9-12-18 ADD SEPTIC LOCATIONS
DATE REVISIONS•
AJP
AJP
AJP
BY•
K:\BUILDERS\DWG2018\18-3974.dwq, 1/7/2019 12:19:29 PM
WILLOWS AVENUE
60' R/W — 20' ASPHALT ROAD
SITE BENCHMARK
PAINTED "X'
s.s4
ELEV= 9.80 NAVD 1988
2' ��
o
aan o
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting _
619 SW Bi tmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
LSF280 FcDc (772) 340-2250
1w
ffm
LAST FIELD DATE:
K:\BUILDERS\DWG2O18\18-3974.DWG
K: \
CJM / AJP FB PG. JOB
CJM DATE
w
Z M
LEIVIED
LU
REC-
EC
-ED
JAN 242019
Permitting Department
St. Lucie County, FL SCANNED
St Luc a County—,
7-1 1-18
183974
7-11-18
CKD AJP ISHEET 1 OF 1 IDING C-792
LEGAL DESCRIPTION:
LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
OF THE PUBLIC RECORDS OF ST. LUCIE'COUNTY, FLORIDA.
C'w ��, 5 inn �r J
SURVEY NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
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.
12111CO280 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 12 ASSUMED TO BEAR S00'17'40"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
PARTIES.
CERTIFIED TO:
PORT ST. LUCIE PROPERTIES, INC.
® e N
_ r �
.S'4 TEOr
%v Al EXA ERRLoa PIA
Prof'-�'�eld:'61 Surveyor-<A`rl-Rs'ipper
Flor�SC®wt.i„f,j,c�.t 6330
0
WILLOWS AVENUE �-
60' R/W — 20' ASPHALT ROAD
0
•
e�
LEGEND:
(C) = CALCULATED
(D) = DEED
(M) = MEASURED
(P) = PLATTED
CMP = CORRUGATED METAL PIPE
CNS = COULD NOT SET
CONC = CONCRETE
FFE = FINISHED FLOOR ELEVATION
FND = FOUND
IR = IRON ROD
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
PCOR = PROPERTY CORNER
PCP = PERMANENT CONTROL POINT
PL = PROPERTY LINE
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT—OF—WAY
R = RADIUS OF CURVE
L = LENGTH OF CURVE
SF = SQUARE FOOT
A = DELTA OF CURVE
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
OF SURVEY: BOUNDARY PLOT PLAN
LETED ON: 7-11-18 1 9-21-18
610 WILLOWS AVENUE
TIE INI FINAL TO
!1-19
l�
-`j r12-7-18
9 MOVE HOUSE 5' FORWARD AJP
REVISE PER COMMENTS AJP
18 ADD SEPTIC LOCATIONS AJP
I REVISIONS: BY:
oF—
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Biltmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
Lg/ m Fax: (772) 340-2250
— SITE —BENCHMARK
PAINTED "X"
0 NAVD 1988
0
7-4=7
o
LAST FIELD DATE
CAD K:\BUILDERS\DWG2018\18-3974.DWG
REF K:\
FLD CJM / AJP FB PG. JOB
OFF CJM DATE
CKD AJP SHEET 1 OF 1 DWG
SCANNED
BY
St Lucie County
LEGAL DESCRIPTION:
LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEY NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
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.
12111CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
i 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 12 ASSUMED TO BEAR S00'17'40"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
PARTIES.
1-21-19
183974
1 21-19
C-844
CERTIFIED TO:
PORT ST. LUCIE PROPERTIES, INC.
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K:\BUILDERS\DWG2018\18-3974.dwq, 1/21/2019 1:44:07 PM
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518.
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-EM 8'-1 " A. FF
TRUSS END DETAIL
�z
e r
PLUMB CUT OVERHANG
4-3Ha'
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE .ENGINEERING. DRAWINGS.. AND.
BSCI.81 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (1e. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Calling And
Roof Diaphragm Connections.
TRUSS CONNECTION
LIST
Q
PRODUCT
LUS24
11
HTU26
HTU28
HHUS26-2
HGUS26-2
HGUS26-3
HGUS26-3 '
(j9L5� �
_g 111JI
z ---1 k- LLO.Im
BUILDER.
Z LLf :r C-4
U U LLI- U ® N
PORT'SAINT LUCIE PROPERTIES
Z
Q
LU U J L j C>0
RES:
O'CONNER
F uJ r-9
=) Lj Z � CC
MODEL:
MODIFIED ARUBA
= m Q Q Q 0-
ADDRESS: 1 610 WILLOWS AVE
J w
C-U�r a�
LOT/BLOCK:
_
U cc)
LF— C/3
l'A x
CITY:
PORT SAINT LUCIE
r O
�
COUNTY
ST LUCIE CO
DRAWN BY: JL
1489980
HANGER LEGEND
DATE: 08/11/18 SCALE: NTS
• - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
• - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
REVISIONS:
UNLESS NOTED OTHERWISE
1.
-
2.
3.
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID
IMPORTANT
4.
WIND ASCE7-10
ENCLOSED
This Drawing Must Be Approved And
EXPOSURE CATEGORY B
Returned Before Fabrication Will
OCCUPANCY CATEGORY II
Begin. For Your Protection Check All
WIND LOAD 160 MPH
Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
ROOF LOADING
FLOOR LOADING
BEEN ACCEPTED.
TCLL: 20 PSF
TCLL: PSF
TCDL: 07 PSF
TCDL: PSF
BCDL: 10 PSF
BCDL: PSF
By Date
TOTAL: 37 PSF
TOTAL: PSF
DURATION: 1.25
DURATION:
4' 1
a
r
LEGEND:
(C) = CALCULATED
(D) = DEED
(M) = MEASURED
(P) = PLATTED
CMP = CORRUGATED METAL PIPE
CNS = COULD NOT SET
CONC = CONCRETE
FFE = FINISHED FLOOR ELEVATION
FND = FOUND
IR = IRON ROD
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
PCOR = PROPERTY CORNER
PCP = PERMANENT CONTROL POINT
PL = PROPERTY LINE
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT-OF-WAY
R = RADIUS OF CURVE
L = LENGTH OF CURVE -
SF = SQUARE FOOT
A = DELTA OF CURVE
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
:n WILLOWS AVENUE
60' R/W - 20' ASPHALT ROAD
SITE BENCHMARK
fELE
NTED 8
0V=9.80 NAVD 1988
TELEpHpNE O�
Nq/ FNp 4-01 . o
41`34K s ME1ER W T =007640'39" N89842'20"
0 3g'N 0' /PE
DRq NFECnD &
AREq y�
'9FN0
LQ 4y
HFga�q po 0.1
`07- �� ?4.19' ,
•� fL qO RF�FOT� 19
�O �o.00, /'Rop�sq T/pNR_MS P
24.33. 00 FFE 2.'
30
Oi •�
i A OF 6 Az AZp00
610 WILLOWS AVENUE
TYPE OF SURVEY: BOUNDARY I PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC
COMPLETED ON: 1 7-11-18 9-21-18 1-21-19
1-28-19
ADD MEAN HIGH WATER LINE
AJP
ALEXANDER J. PIAZZA PSM, INC.
1-7-19
MOVE HOUSE 5' FORWARD
AJP
Surveying • Mapping • Consulting
619 SW Biltmore Street
12-7-18
REVISE PER COMMENTS
AJP
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
UW28o Fcoc (772) 340-2250
9-12-18
ADD SEPTIC LOCATIONS
AJP
DATE
REVISIONS:
fw.
Q0
3�IPE
3f�IPE
RON
Q'
�
cn
21
6.9'X7.2'
PLASTIC SHED
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0
O
V)
FND34"
IRON IPE
0.14'S, 0.18'IA
J
Ld
004 3::
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o_w
J
m11m
��>
I— O oz
J
�N
LAST FIELD DATE: 1-21-19
CAD K:\BUILDERS\DWG2018\18 3974.DWG
REF K: \
FLD CJM / AJP FB• PG. JOB 18-3974
OFF CJM DATE 1-21-19
CKD AJP SHEET 1 OF 1 DWG C-844
SCANNED
BY
St Lucie County
LEGAL DESCRIPTION:
LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEY NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
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.
12111CO280 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 12 ASSUMED TO BEAR 300'17'40"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
PARTIES.
CERTIFIED TO:
PORT ST. LUCIE PROPERTIES, INC.
Se N n_r�A
_ u . 'zeTE
� ,AJ EXA ERR4.p PIA,°
Profc�s ,o:Ial `iiurveyo.r,� Upper
FI or M' SC�i'# i..f_i_cmte No i 6330
K:\BUILDERS\DWG2018\18-3974.dwq, 1/28/2019 10:32:52 AM
NF
p`S 4 D/Ski
4 -
LEGEND:
(C) = CALCULATED
(D) = DEED
(M) = MEASURED
(P) = PLATTED
CMP = CORRUGATED METAL PIPE
CNS = COULD NOT SET
CONC = CONCRETE
FFE = FINISHED FLOOR ELEVATION
FND = FOUND
IR = IRON ROD
IRC = 5/8" IRON REBAR WITH PLASTIC CAP
PCOR = PROPERTY CORNER
PCP = PERMANENT CONTROL POINT
PL = PROPERTY LINE
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT—OF—WAY
R = RADIUS OF CURVE
L = LENGTH OF CURVE
SF = SQUARE FOOT
0 = DELTA OF CURVE
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
+t.8t = FINAL GRADE ELEVATION
51
p' '0 1%R
0 35•N 0 /PE
F
DRgINjf77 &
WILLOWS AVENUE
60' R/W - 20' ASPHALT ROAD
SITE BENCHMARK
PAINTED "X"
PAINTED
9.80 NAVD 1988
o�
1 011 o /7
��89-42
920"1
2-31-4T
FND 3 4"
IRON PIPE
i
m
0
x �
rn
x
kO7. 12 erg. 797---_�
�000,
oc
fpESg1RFBSOk 19
to ,y1
24.33, o �Na 12 34
CONC
+SS
T . OF 6 Az AZOOO�
204F
.0
�F WgCOcq�i'q� M
° 0NN N hi
S' K,00O '8 ®q9 MR
"9
ST �� 170��6
F 2(
6-1 1-19 ADD FINAL GRADE
ELEVATIONS
610
WILLOWS AVENUE
TYPE OF SURVEY:
BOUNDARY
I PLOT PLAN
U C TIE
INI
FINAL
ITO
COMPLETED ON:
1 7-11-18
1 9-21-18
1-21-19
1 6-04-19
1-28-19 ADD MEAN HIGH WATER LINE AJP
1-7-19 MOVE HOUSE 5' FORWARD AJP
12-7-18 REVISE PER COMMENTS AJP
9-12-18 ADD SEPTIC LOCATIONS AJP
DATE REVISIONS: BY:
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Biltmore Street
® Port St. Lucie. Florida 34983
Phone: (772) 340-7770
LOP280 Fare (772) 340-2250
1
�32/1PL
�,' +1(
21.23'
o c\
6.9'X7.2'
ASTIC SHED
31.23'
.5y4c:,
+8.73
�S•
•SFT �Fn_
FND34"
IRON PIPE
P
41'
O�
O
� J
0
5'
Uj
O w
m m
(L >
Q
I ,
It
O
O
FIND 34"
IRON IPE
0.14'S, 0.18'W
LAST FIELD DATE:
CAD K:\BUILDERS\DWG2018\18 3974.DWG
REF K:\
FLO CJM / AJP FB• PG. JOB
OFF CJM DATE
CKD AJP SHEET 1 OF 1 DWG
9
RECEIVED
JUN 11 loll
n""" County
St. Luce
SCANNED
BY
St Lucie County
LEGAL DESCRIPTION:
LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEY NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
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.
12111CO280 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 12 ASSUMED TO BEAR S00'17'40"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 I-S=
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR-
PARTIES.
CERTIFIED TO:
THOMAS, CLAIRE & TIMOTHY OCONNOR
PORT ST. LUCIE PROPERTIES, INC.
1-21-19 I
18-3974 (/��`r'"` - _ F7' l'TE
1 21-19 o AXARITP P l'A ` o
Pro dial Surveygr" j rpper
C-885 F I o r I'
N , t,.L,f,j.o t'i;, Aloes �� 6330
K:\13UILDERS\DWG2018\18-3974.dwq, 6/11/2019 10:47:52 AM
a
WILLOWS AVENUE
60' R/W - 20' ASPHALT ROAD
SITE BENCHMARK
PAINTED 80
��P O ELEV= 9.80 NAVD 1988
RECEIVED
Nq�FNp d-pr , ONE o �
z�
p s� ds�� c,, 23 4j,. PPOLR = W„
4134k S ME>R W r 07'40' 9" N89.42'20" 6�
-- -- - - — - - - IRoN� 4. - 42.2 ' 31:47, -- ment -- --o - J --
_ 0•3 N, PC UY
s FL ii�
�• 1 E AN oR FND 3 /4" FND 3 4"
} oRAs�nc IRON PIPE IRON PIPE
♦i✓ N�f� R � �
fq y� M oR,VVE o SCANNED
M �P
y BY
/ y
co °3" St Lucie County
o/ J ,� 2ps P�� �v
Lfi C3 °' J
" Mj ft U o coi, Yr7 L LEGAL DESCRIPTION:
ti4 Q eNli?y v 21.23' �� LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
JO o ^ Cp 24.19• 320' mr THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
•� T112 e�0 0 �w v1 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
C _
'0 0p, F�F q RCS 1) 1 g Ltl F- `o
?4.33 Na12 M 6.9'X7.2' Z
0 34 PLASTIC SHED
coroC o 31.23' SURVEY NOTES:
2201. Q 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
O SHOWN HEREON.
(n 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LOCATED UNLESS OTHERWISE SHOWN.
OF � F(00 FND 3PIP 3 . THIS SITE LIES WITHIN FLOOD ZONE "X" , ACCORDING TO
9' OFF 9 Nk �0 0 20H IRON PIPE THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
„ FNp SFT 0.14'S, 0.18'W 121 1 1 CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012.
LEGEND: �B SRC a 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
(C) = CALCULATED /A- p 1 ^a so SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
(D) = DEED lygk0^• �O ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
(M) = MEASURED 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
(P) = PLATTED Cd LOT 12 ASSUMED TO BEAR S00'17'40"E.
CMP = CORRUGATED METAL PIPE 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CNS =COULD NOT SET lyq CN of w (oO,wn' M ,,� OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CONC = CONCRETE T�c�s qIF �co DOAFEET.
FIFE = FINISHED FLOOR ELEVATION 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
FND = FOUND DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
IR = IRON ROD SS. y, �e®glDgR ,� J. PIAZZA PSM, INC.
IRC = 5/8" IRON REBAR WITH PLASTIC CAP �S� OOo 0 9gM8 p� 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PCOR = PROPERTY CORNER 2 o ry \ SEALDOFIAHOUT FLORIDAELICENSEDURSURVEYORANDRIAND LMAPPER.
PCP = PERMANENT CONTROL POINT 6
PL =PROPERTY LINE �/ 7s, 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT a9 \ SFj•OF BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
R/W = R I GHT-OF-WAY s%% 'OS /R� SF PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
R = RADIUS OF CURVE �� 03 S' poc0a �'/� S633 PARTIES.
L = LENGTH OF CURVE C/� '2� CERTIFIED TO:
SF =SQUARE FOOT
I& =DELTA OF CURVE
O = SET 5/8- IRON REBAR WITH PLASTIC CN THOMAS, CLAIRE &TIMOTHY OCONNOR
CAP 'AJP PSM 6330" /N S PORT ST. LUCIE PROPERTIES, INC.
610 WILLOWS AVENUE 44' R 1
TYPE OF SURVEY: BOUNDARY I PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC - R8aJ80�®6®��
COMPLETED ON: 7 11 18 9 21-18 1-21-19 6-04-19 LAST FIELD DATE. 1-21 19 .._..
1-28-19 ADD MEAN HIGH WATER LINE AJP CAD K:\BUILDERS\DWG2018\18-3974.DM ''' se N� `°'•;;9'®
ALEXANDER J. PIAZZA PSM, INC. `�
1-7-19 MOVE HOUSE 5' FORWARD AJP Surveying • Mapping Consulting REF K:
12-7-18 REVISE PER COMMENTS AJP 619 SW Biltmore Street FLD CJM / AJP FB• PG. JOB 18-3974
® Port St. Lucie, Florida 34983 d c TE'o
9-12-18 ADD SEPTIC LOCATIONS AJP Phone: (772) 340-7770 OFF CJM DATE 1 21-19 o A?J'- RRlryn PIA'
L8f7280 Fax (772) 340-2250 Prof��sekardaI Survey(ke-, pper
DATE. REVISIONS: BY: CKD AJP SHEET 1 OF 1 DWG C-885 FIor *� 14tCQJ,ga- � No *,b 6330
K:\BUILDERS\DWG2018\18-3974.dwq, 6/4/2019 3:25:59 PM
WI WILLOWS AVENUE
3 W 60' R/W - 20' ASPHALT ROAD
CLCL SITE BENCHMARK ►` '1019
DRAINFlELD I 0.5 PAINTED "X' 1uN 5 enti
10.3 ` ELEV= 9.80 NAVD 1988 o Oepartm
SECTION "A" I o� ., per Sti t� 9 County
(LOOKING NORTHERLY)f EP ONE A 5 W
NOT TO SCALE 5' 5.3' I 5' ��/� �� !� a�018' POWE
�$ a 0y m ZM
pis 4 �Sk� C�1p235 1•. o E _ °j 9 � II
134„ WA
ME1ER W x 0� 9� 89� rno��
- - ---- <I Z -- - - - 0 35 RN0�3/4 ,32+ -7Gs--
P' J '
�I N, 0.11E NY of OR FND 3/4" FND 3/4" h a�
FFE=12.34 11.a I � ORq�N%f�Cq o IRON PIPE IRON PIPE
RFq
er
a cox SECTION "B" 10.2 10.5 / pR'
(LOOKING SOUTHERLY)
NOT TO SCALE I " C,,, Q �O.O x 9' O• .�Oh .Cvp
J 0.3 �! 3g "A" Rcn�'� B
11.s' I 11.1' -U-) 2°6S O a�P uCle 0
boo N County
ca �� 1o.rs " ,6 Q' O rn J h
W Z ��; .� /,9�xa Co VC x, �� y�- Y� LEGAL DESCRIPTION
¢I = �[� /�, v fNA?Ry0 'r 1 11 �` 10.3 r-' SON W LOT 12 IN BLOCK 19 OF RIVER PARK UNIT 2, ACCORDING TO
3: C) '' 24. `* 320' " " J.- J THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 72,
rn � O /3� to j 19' n 21. 3' B m m
FFE=12.34 a co 12 6 II - OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
1.7 I 0 /� l C 1 S�. COCK 0 �w N
a •d' �0.001 FC£V RESpRY lg Zb l W ��>
" " 9.6 10.3 h1 ?4.33• Ao %/0�/aov3, Ci / O OJ Z
.�, v
(LOOKING SSOUITHERLY) 2.32 • 17 l
NOT TO SCALE I \ C 5�',0 9 /
a' I z' 1 a1 ?2ONC '22 1.23' SURVEY NOTES:
o1• N 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
2,g goo O SHOWN HEREON.
1•82+ p`T (n 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LEGEND: o T a LOCATED UNLESS OTHERWISE SHOWN.
(C) = CALCULATED oc A° "ZOOD FND 3f4" 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
9' OF 6 N Op 20 IRON PPIPE THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
(D) =DEED p&b 1ZT a k �2oyF , NF + 0.14'S, 0.18 W 121 11 CO280 J , EFFECTIVE DATE FEBRUARY 16, 2012.
(M) = MEASURED LB /RC a %� �4F. k^ O 50+ 9.74 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
(P) = PLATTED 4942' `O S° +$'j3 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
CNS = COUCMPRDGNOTDSETTAL PIPE yFq°�q�°� 1 jN 1.51 `" g6+ �� \ VC ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
CONC = CONCRETE VL' 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
FOE = FINISHED FLOOR ELEVATION ai LOT 12 ASSUMED TO BEAR SOO*17'40"E.
/iii °�F F 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
FND = FOUND
I R = IRON ROD 44 CNS of h'q °Oq�Vgn M � FOTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
I RC = 5/8" IRON REBAR WITH PLASTIC CAP �FR FEET.
�D °,y oy�c 7 . ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
PCOR =PROPERTY CORNER A' S7+ `2 >> y 1k DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
PCP = PERMANENT CONTROL POINT ' VS N ;e ®qla c /bry J . PIAZZA PSM, INC.
PL =PROPERTY LINE S ko0 9g88 ' 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT 0 ° °r M NC VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
R/W =RIGHT-0E--WAY ?S+, (� SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
= RADIUS OF CURVE 9
R . ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
L = LENGTH OF CURVE 9 \ SF '0 BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
3
SF =SQUARE FOOT S % .51 iA T / FFS PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
= DELTA OF CURVE T 1Q "�s� �° ly/ SM R� F PARTIES.
= SET 5/8" IRON REBAR WITH PLASTIC
O CAP "AJP PSM 6330" CERTIFIED T0:
+1.91 = FINAL GRADE ELEVATION �/
- = DRAINAGE FLOW ARROW` �i� THOMAS, CLAIRE & TIMOTHY OCONNOR
/N S PORT ST. LUCIE PROPERTIES, INC.
6-1 1-19 ADD FINAL GRADE ELEVATIONS 610 WILLOWS AVENUE ��R
TYPE OF SURVEY: BOUNDARY PLOT PLAN U C T I E I N FINAL T70POGRAPHIC
COMPLETED ON: 1 7-11-18 1 9-21-18 1 -21-19 6-04-19 1 LAST FIELD DATE: 1-21-19 :o������F2 .J •®®��
1-28-19 ADD MEAN HIGH WATER LINE AJP ALEXANDER J. PIAZZA PSM, INC. CAD K:\BUILDERS\DWG2018\18-3974.DWG .� �•••'•'ense N' `''•.,9�
1-7-19 MOVE HOUSE 5' FORWARD AJP Surveying • Mapping Consulting REF K:\
12-7-18 REVISE PER COMMENTS AJP 619 SW Blltmore Street FLD CJM / AJP FB. PG. JOB 18-3974 -
® Port St Lucre, Florida 349133 ®. "s g TE 6
9-12-18 ADD SEPTIC LOCATIONS AJP Phone: (772) 340-7770 OFF CJM DATE 1 21-19 �'.%1l�XA I o
LBf7= Fmc (772) M-2250 P r o 1� ,dr�a I S u r v ey qr' �idppe r
DATE: REVISIONS: By: CKD AJP SHEET 1 OF 1 DWG C-885 F I o r 1 ddasC� r t,b,(,j,pp.t•�� No �? 6330
K:\BUILDERS\DWG2018\18-3974.dwA, 6/24/2019 3:54:48 PM