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LOT 14
18
LOT 20
LOT 16S89'40'14"E�LOT
100.00'"�'
FENCE TIE POSSIBLE
ENCROACHMENT
FND IP (NO ID)
(0.8' SOUTH, SOUTM)
((SEPE
( 0.4' SOUTH,
0.1 EAST) NOTE #8Wp6.9'
o
0.4' EAST)
rp LOT 17 I
1
LOT 21
LOT 23
.. POSSIBLE
LOT 19
ENCROACHMENT
_ 26.0' o
(OHU/35.5' SOUTH)
D 7' N_
LOT 25
(SEE NOTE #8) c 14.9' 32.3' 1.3'
13.0' 12.3' 12.77 14.8'
0�
�ENCE l E
LOT 27
(0.3' EAST) N
'0
LOT 29 & 31
20.2'
EXISTING
LOT 13 & 15 w 15.0'
FORMBOARDS t
(0o
TOP OF
FORMS=103.92'
� N
O c�1
I
(0-0
CD Ln
___ ___ _
o
NO
50.0'
0)
z
14.8'
O�
W E
(n
POSSIBLE O?
°'
S
ENCROACHMENT
(GUY ANCHORS/
I
SCALE 1 "=30'
14.0' NORTH)
(SEE NOTE #8)
CALCULATED
FND IR
POSITION
R/W LINE (NO ID)
R W LINE
_ _
95.00'
_ ER'..NIT #' �.g.>=�d'�"'r
SCANNED
N89`40'14'W
=��PROJECT BENCHMARK
BY
,
100 00
SET NAIL/TIN TAB (NO ID)
EL-100.00 ASSUMED
St. LucieCounty
ASPHALT
CERTIFIED T0:
TIMOTHY G. DITULUO AND SARAH E. DITULLIO
TIMOTHY
SEACOAST NATIONAL BANK, ISAOA \ GOPHER RIDGE ROADA
LEGEND
ANGLE
FIRST INTERNATIONAL TITLE
(30' R/W)
=CENTRAL
R = CURVE RADIUS
FIDELITY NATIONAL TITLE \
L = CURVE LENGTH
(C) CALCULATED
DESCRIPTION
-
(P) = PLAT
FND =FOUND
LOTS 17 AND 19, J A SMITH'S SUBDIVISION, ACCORDING TO THE PLAT
IR = 5/8-IRON ROD
THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 104,
OF THE PUBLIC
IP = 1/2- IRON PIPE
FPL = FLORIDA POWER AND LIGHT
RECORDS -OF ST. LUCIE COUNTY, FLORIDA.
CHU - OVERHEAD UTILITIES
CM = CONCRETE MONUMENT
SAID LANDS CONTAIN 0.31 ACRES, MORE OR LESS.
FFE = nNISH FLOOR ELEVATION
NO NAIL AND DISK
PA-S. = PROFESSIONAL LAND SURVEYOR
SURVEY NOTES
LB = LICENSED BUSINESS
P.B. - PLAT BOOK
1. This survey is not valid without a signature and original embossed seal of a
R/W = RIGHT-OF-WAY
Florida Professional Land Surveyor.
® - CABLE TELEVISION Box
2. Description provided b client and/or their ❑ ent.
P P Y / 9
O - AT&T PEDESTAL
® = WATER METER
3. The last date of field work was August 1, 2019 (Sketch).
4. Underground improvements and foundations were not located as part of this
CQ, - MOD POWER POLE
survey.
��= CONCRETE POWER POLE
5. Bearings shown hereon are based on the North R/W line of Gopher Ridge
O = EXISTING SEPTIC TANK
Road, bearing N89'40'14"W, as monumented. All bearings are relative thereto.
® = E) sTNG WELL
6. All boundary information shown is calculated per plat, unless otherwise shown.
= GUY ANCHOR
7. Additions or deletions to survey maps or reports by other than the signing
0 = FND IR (NO ID)
party or parties is prohibited without written consent of the signing party or
CONC = CONCRETE
P OftIBS.
IRC = #5 IRON ROD & CAP
8. Lands shown hereon were not abstracted for easements, setbacks,
D.U.E. = DRAINAGE AND UTILITY EASEMENT
U.E. = UTILITY EASEMENT
reservations and right-of-ways appearing in the public records.
-x- = 3• CHAINAINK FENCE
per ma 12111CO277 J, dated 2-16-12.
9. Property lies in Flood Zone "X", p p
-0- = 6• WOOD FENCE
ALUM e'ALCMINUM
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS. AND/OR EASEMETS OF RECORD. SUCH N
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY..
OTHERS niRoucH APPROPRIATE TITLE vERlFIcanoN. RICHARD C. LAVENTU LORIDA P.L.S. #509 DATE
1 JADD PROPOSED RESIDENCE 5/s/19
2 ADD PROPOSED FFE B/11/19
3 FORMBOARD SURVEY 8/02/19
REF. JOB NO.1
DRAWN BY
DATE
DRAWING NO
19.2712-2
MWH
4/19/19
19.2712-2
F.B.,PG.
ICALCULATE
SHEET NO.
18-251/67
1 RCL
1"=30'
1 OF 1
BOUNDARY SURVEY
PREPARED FOR
TIMOTHY & SARAH DITULLIO
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD. SUITE D
LB 7056
398-6426 FAX
LOT 14 707s
18
LOT 16S89°40'14"E/LOT
100.00' ��
LOT 20
FENCE TIE
_
FND IP (NO ID)
(0.8' SOUTH,
(0.4' SOUTH,
0.1 EAST)
POSSIBLE
LOT 17
(WPP/6 9ENCROAC SOUTH)
10� L
uawijedea 5u14g1Wa
NOTE #8)
POSSIBLE
PAVER
PAVER 26_5'__ LOT 19
PATIO I
,
61OZ 81 030
ENCROACHMENT
(OHU/35.5' SOUTH)
COVERED r
oI PORCH
(SEE NOTE #8)
14.2.5'1I20..97' 5.014.8'
�N '
A�
pt�
ms
W -
p2-0s '
I-
w
LOT 13 & 15 U.N
2.3 G
n
14.8' RESIDENCEzro
O
U-g
°' N
o
1op5
�
O
Uj
of 50.1'
¢> 6.0' COVERED ENTRY 14.8'
00
(n
•
O�
---- - -- ------
a�
Or
O0
W E
Z
1 N
Epp PAVER
POSSIBLE
WALK
S
ENCROACHMENT —
(GUY ANCHORS/
: 1"=30'
14.0' NORTH)
(IfSCALE
>W
(SEE NOTE #8)
p, aa>
CALCULATED
FND IR
9g. o
POSITION
R W LINE (NO-ID)—NF
a
__ R W LINE
795.00'
�'A���
N89°40'14'W i PROJECT BENCHMARK
ET NAIL/TIN TAB (NO ID)
��
�-ASPHALT
EL=100.00(ASSUMED)St.
1 00 00,?GOPHER
A e
St.Lucie County
CERTIFIED To.
LEGEND
TIMOTHY G. DITULLIO AND SARAH E. DITULLIO
A CENTRAL ANGLE
SEACOAST NATIONAL BANK, ISAOA
R CURVE RADIUS
\ RIDGE ROAD L =CURVE LENGTH
FIRST INTERNATIONAL TITLE
FIDELITY NATIONAL TITLE
\ (3O' R/W)
�C) a
DESCRIPTION
FOUND
FND =5/8-I IR 5/B� IRON R00
LOTS 17 AND 19, J A SMITH'S SUBDIVISION,
ACCORDING TO THE PLAT
IP = FLORIDAIRON PIPE
FPL FLORPOWER AND LIGHT
THEREOF, AS RECORDED IN PLAT
BOOK 4, PAGE 104, OF THE PUBLIC
CHU - OVERHEAD UTILITIES
RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
CM - CONCRETE MONUMENT
FIFE - FINISH FLOOR ELEVATION
SAID LANDS CONTAIN .0.31 ACRES, MORE OR LESS.
NO = NAIL AND DISK
P.L.S. - PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
SURVEY NOTES
P.B. =PLAT BOOK
R/W =RIGHT-OF-WAY
1. This survey is not valid without a signature and original embossed seal of ❑
0 - CABLE TELEVISION BOX
Florida Professional Land Surveyor.
= AT&T PEDESTAL®
Q
2. Description provided by client and/or their agent.
= WATER METER
3. The last date of field work was December 11, 2019 (Sketch).
CO� = WOOD POWER POLE
4. Underground improvements and foundations were not located as part of this
CT1,= CONCRETE POWER POLE
survey.
O = EXISTING SEPTIC TANK
5. Bearings shown hereon are based on the North R/W line of Gopher Ridge
= EXISTING WELL ,
Road, bearing N89'40'14"W, as monumented. All bearings are relative thereto.
�j = GUY ANCHOR
6. All boundary information shown is calculated per plat, unless otherwise Shawn.
0 = FND IR,(NO ID)
7. Additions or deletions to survey maps or reports by other than the signing
GONG = CONCRETE'
art or parties is prohibited without written consent of the signing
party p p g g party Or
RC = DR INAGE,ON &CAP
D.U.E.DDRAINAGEUTID7Y:EASENENT
part es.
,AND
U.E. = UTILITY EASEMENT
B. Lora shown hereon were not abstracted for easements, Setbacks,
-X- = 3'_CH'4IN.E.JNK FENCE
reservations and ri ht-of-wa s a earin in the ublic records.
9 Y PP 9 P
-0-= B' wor,D FENCE ,
9. Property lies in Flood Zone "X', per map 12111CO277 J, dated 2-16-12.
ALUMT ALUMiNCIM '
JDO14= ExisT)Nc eLEvnnoN _
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY aY..
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
1 ,ADD PROPOSED RESIDENCE 5/6/1s
2 ADD PROPOSED FFE 6/11 /19
3 FORM"OARD S
4 FINAL SURVEY
REF. JOB NO.
DRAWN BY
DATE
DRAWING
NO.
19.27121 2
MWH
1 4/19/19
1 19.2712-2
F.B.,PG.
ALC JLATED 61
SCALE
I SHEET NO.
18-251/67
RCL
I I =3u
I I OF 1
DATE
BOUNDARY SURVEY
PREPARED FOR
TIMOTHY & SARAH DITULLIO
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
LOT 14
.(VACANT) 101 4,
x =
FENCE TIE
(0.8' SOUTH,
0.1' EAST)
POSSIBLE SERVICE
ENCROACHMENT Ij
(OHU/35.5' SOUTH)
(SEE NOTE #8) 1
°
\ 0EosTI,E
(.3' EAST)7c
1
LOT 13 & 15 LLB i
FFE=101.56 2 O
�O
0)0
OM
O�
\POSSIBLE
ENCROACHMENT -
(GUY ANCHORS/
14.0' NORTH)
(SEE ,(DOTE #8)
FND IR
(NO ID)
CERTIFIED TO:
TIMOTHY G. DITULLIO AND SARAH E.
SEACOAST NATIONAL BANK, ISAOA
FIRST INTERNATIONAL TITLE
FIDELITY NATIONAL TITLE
b
NOTE
LOT 17
14"EXLOT 18\
(VACANT)
0w I
N > O-0
a-
tE6T0' C VERED EN Y I kI
o� -t `- - -- --
00 O PROPOSED WALK �7S
70 7' T39
—
Q4=_—_ —_--�-
�J N
_ate
PROPOSED
SEPTIC
SYSTEM
(468 SO FT)
N89*40'14"W-/x�( PROJECT BENCHMARK
100.00, SET NAIL/TIN TAB (NO ID)
ASPHALT —1 EL=100.00 (ASSUMED)
°9 LOT 20
1° _(VACANT)
FND IP (NO ID)
(0.4' SOUTH,
0.4' EAST)
LOT 21
(VACANT)
LOT 23
(VACANT)
LOT 25
(VACANT)
LOT 27
(VACANT)
LOT 29 & 31
FFE=101.39
s N
I O
O
O�
O M OW E
�
V)
S
SCALE : 1 "=30'
�/ h CALCULATED
R
POSITION
W LINE
r,�i 795.00
St.
DESCRIPTION
kv)=PUT
FND = FOUND
LOTS 17 AND 19, J A SMITH'S SUBDIVISION, ACCORDING TCIv FSEtTBA K REQ. IR = 5/8-IRON ROD
THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 104, OF T*NYBLIC
P = FLOR IRON PIPE
FPL IHA POWER AND LIGHT
RECORDS OF ST. LUCIE COUNTY, FLORIDA. SIDES
OV
OERHEAD UTILITIES
OV
SAID LANDS CONTAIN 0.31 ACRES, MORE OR LESS. CNR SIDES
CIA =CONCRETE MONUMENT
FFE = FINISH FLOOR ELEVATION
REAR
NO = NAIL AND DISK
P.L$.=PROFESSIONAL AND SURVEYOR
ZNG.
SURVEY NOTES
LB - LICENSED BUSINESS
TECH.
P.B. - PLAT BOOK
1. This survey is not valid without a signature and original embossed seal of a
= RIGHT-OF-WAY
Florida Professional Land Surveyor.
0 =CABLE TELEVISION Box
2. Description provided b client and/or their ❑ ent.
P P Y / 9
Q = AT&T PEDESTAL
® = WATER METER
3. The last date of field work was May 3, 2019 (Sketch).
4. Underground improvements and foundations were not located as part of this
C-Q� = WOOD POWER POLE
L= CONCRETE POWER POLE
�
survey.
5. Bearings shown hereon are based on the North R/W line of Gopher Ridge
OO = EXISTING SEPTIC TANK
Road, bearing N89'40'14"W, as monumented. All bearings are relative thereto.
® = EXISTING WELL
6. All boundary information shown is calculated per plat, unless otherwise shown.
= GUY ANCHOR
7. Additions or deletions to survey maps or reports by other than the signing
0 = FND IR (NO ID)
party or parties is prohibited without written consent of the signing party or
CNC = CONCRETE
I RC IRON ROD &CAP
parties.
8. Lands shown hereon were not abstracted for easements, setbacks,
D.U.E. = DRAINAGE AND UTUN EASEMEI
U.E. -= UTILITY EASEMENT
reservations and right-of-ways appearing in the public records'.
3_'CHAIN LINK FENCE
9. Pro ert lies in Flood Zone "X", per ma 12111CO277 J, dated 2-16-12.
P_ Y P P
- = E" wood FENCE
C Wi=.ALVMINUM
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, ^ "
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
INFORMATION. IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY.
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ICHARD C. LAVENIL&K FLORID P.L.S. #5209 DATE
REVISION
DESCRIPTION
DATE
BOUNDARY SURVEY
1
ADD PROPOSED RESIDENCE
5/6/19
2
ADD PROPOSED FFE
6/11/19
PREPARED FOR
TIMOTHY & SARAH DITULLIO
I
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2582 PETERS ROAD, SUITE D
LB 7056 (772) 398T 6 300 PHONERIDA (772) 398-6426 FAX
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO
19.2712-2
MWH
4/19/19
19.2712-2
F.B.,PG.
ALCULATED BY
SCALE
SHEET NO.
18-251 /67
RCL
1"=30'
1 OF 1