HomeMy WebLinkAboutSURVEYSBOUNDARY SURVEY ,
OF '
LOT 15, BLOCK 90, �AKEW00D PARK, UNIT NO. 8, according to the plat thereof as recorded in Plat Book 11, Page 19,
of the Public Records of St. Lucie County, Florida. (Contains 0.22 acres)
Alp
���ry ti019 ��cX.
OVn'C`t
LOT 19
BLOCK 90
RESIDENCE
SEPTIC OUT OF RANGE
WELL
WELL IR
FIR
\0 1/2'
3 FENCE 3.2' 7 19.82
19.78
LOT 14 \ 11
BLOCK 90 0 19�
1C RESIDENCE
FF = 22.38 14.;
C
FENCE 2.1'
w Lai
e
M
N
o CD
Z C7
\� Z
S��_54.8'i TO
LOT 18
BLOCK 90
RESIDENCE
SEPTIC OUT OF RANGE
S 89'51'13" E 74.81'SM)
90'00'00" E 75.00 (P)
\ 9.09
10' PUBLIC UTILITY
\ k DRAINAGE EN NEN _
bOPO#D WFI L 19.75 19.77
LOT 15
LOCK 90 20.36
(VACANT)
LOT 17
BLOCK 90
RESIDENCE W'ELL�
SEPTIC OUT OF RANGE
12024 k
\ X20\S1
I ENTRY
PROPOSED
16'
CONC DRIVE
18.77
/
O V
/
OO
M
26.03'
20.40
vt
/N
33
rn`
M o
m
20.24
CD o
C5 n
0. 900
N
GA
TT16.9'!
O SEPTIC
20.38
\ WELL
LOT 16 /
BLOCK 90 /
RESIDENCE /
FF = 22.37 /
E/
\ 1�
FIR 1/2'.,
1065.00'(P)
1064.85'(M) FIR 1/2'
20.24
S
20.21 "" V
? 20.06 IFlR
1/2'
CATCH BASIN
S 90'00'00' W 93.10'(P)
93.38'(M)
BEARING BASIS- :, .-
:...:' :'::> ; '
PIP 3 E
BLOCK CORNER
0=OO'OO'
W 75.00'(P)
AT Sw
.r..'
N
89'42'40"
W 75.14'(M)
TOP EL=18.55
;=?
LOT 16
BLOCK CORNER
19 38 19.49
19.04
x 18.80
18.59
x 79,11 20.05
LOT 1
12'000NC
1991 -1- 10RIVE
o
DRIVE ,�
INVERT o
EL=17.09 n
INVERT
EL=17.05
n,
19.87
19.70
SANTA k BOULEVARD
9.63
(70' PUBUC R/W) 20't ASPHALT ROAD
SET N/D SET N/D rLIUH In St. Lucie County
SITE BENCHMARK I SITE BENCHMARK 2
EL=19.80 EL=19.75 Environmental Health
BUILDING SETBACKS: Site Plan Approved for Construction
FRONT 25' Supersedes All Previous Site Plans for
REAR SIDE 7.5' OSTDS - t 7 & Well #59'293�2
GRAPHIC SCALE Date: 112
CONTROLLING BENCHMARK
30 D 16 30 SURVEYORS NOTES: ReVley f:
NGS PID D14002 - ^
1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
PUBLISHED ELEVATION 21.33 NAVD 1988
1 If
2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY
10 ( IN FEET) SURVEY IS 1 FOOT IN 7,500 FEET, IN THE MINIMUM TECHNICAL STANDARDS.
.24 ® -n 1 inch = 30 ft. 3: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RtGKT-OF-WAY ANDIOR ]EASEMENTS OF RECORD.
CERTIFIED TO:
� •�
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED
�i
CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
WJH
C. � � I
n
5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
FIDELITYNATIONAL TITLE INSURANCE
JONES, HABER 6 ROLLINGS
`ON
®'
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF
REGIONSBANK
® al
FEBRUARY 16,2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA.
C) III
® `PNPpY H. 0 I
� 1T4i
Date: 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET.
/3t - �� m Nvm
C9 Js"LS559] �
8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WASBASED UPON THE
2019.01 .3 OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND
PROFESSIONAL OPINION
DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE
GSS SURVEYING B MAPPING, LLC.
CERTIFICATE OF AUTHORIZATION NUMBER
V. ��
L9 w �g STATE OF >_
SURVEYING AND IS NOT INTENDED TO IMPLY OR
1 13:25:01 LOCALAREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
�= MERIDA a `-
TII
9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFITRDUSE OF THE PERSONS RD/OR ENTITIES NAMED
MR
IIILIpgq��
-051001 HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY
APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
s MAPPERS IN IVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE
SCANvNED TGUARANTY
-l..�G.tf'Y
�
�.SAi�
CERTIFICATION IN NO WAY CONSTITTUTSMNEITHER NOR WARRANTY TO ANY OTHER INFORMATION NOT OT SHOWN
PFTi IRTFESP�
ADDITIONS, DELETIONS OR R BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY
TO THIS IRMISSION
�T
H. DRUM
TERRDOCUMENTH
EXPRESSED WRITTEN EEVISIONS
NOT BE TRANSFERRED WTHOUT TT EEREON.
AND MAPPER S58T OF THE SIGNING SUR EYOR. THIS SURVEY SNOT
THAN INTENDED BY THE SIGNING SURVEYOR.
THSNG
AS BEEN DIGITALLY SIGNED AND SEALEDVEYOR
HY
v{, �CIG
COUIIIV VALID FOR ANY OTHER PURPOSE OTHER
10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
ADDRESS: 8104 SANTA CLARA BOULEVARD, FT. PIERCE
LEGEND PO# 022PWL004
EL ELEVATION
PIP= FOUND IRON PIPE 'NO IDENTIFICATION'
*LB
E3 =WATERMETER
CEl=CABLE
ATV
PEDESTAL
C=CALCULATED
-X--n--x--X=CHAINUNKFENCE
BM SITE BENCHMARK
P.O.C.=POINT OFCOMMENCEMENT
SIRC= SET LIT IRON ROD WITH CAP 800V
CONC=CONCRETE
-FIREHVDRANT
�-=WOOD UTIUTY POE
FND=FOUND
_ _ -
-���=WOOD FENCE
P.O.B.= POINT OF BEGINNING
FNBD= FOUND NAIL AND DISK
DD00
'T( =WATER VALVE
= GUY ANCHOR
C9=CURVE NUMBER
-TCB -=TOP OF BANK
CB= CHORD BEARING I CH=CHORD
SH&D=SET NAILAND DISK
®=EXISTING
i-AND
PCP= PERMANENT CONTROL POINT
PC POINT OF CURVATURE
FF EL- FINISHED FLOOR ELEVATION
SR=SEPTICTANK
WELL
S
�=
[4)=ELECTRIC TRANSFORMER
NC=AIR CONDITIONER
-Tm-=TOEOFSLOPE
PT=POINT OF TANGENCY
PIN =RIGHT OF WAY
SF-SOUAREFOOT
(P)=PLAT (D)= DEED (M)=MEASURE
SANITARY MANHOLE
OD' =STORM MANHOLE
ISMS
13=TELEPHONE JUNCTION BOX
I.D.=IDENTIFICATION
-axx-=OVERHEAD WIRES
FIR=FOUND IRON ROD 'NO IDENTIFICATION'
CIL=CENTERLINE EOP= EDGE OF PAVEMENT
=
CB CATCH BASIN
.J�
LIGHT POLE
CM= CONCRETE MONUMENT
B.S.L-=BUILDING SETBACK LINE
FIRC=FOUND IRON ROD WITH CAP
CMP=CORREGATEO METAL PIPE
Y=
UPDATES and/w REVISIONS BY
DATE
JOB j: 18-0446
-
T1 ry5T I,T
TI71 7TiR� (p 1� �j`� and
�(11�� Mapping, LLC
' S and Mapp
PLOT PLAN
LD
01-29-18
DRAWN BY: LD
L1,tL31 VyeynI liig ing,
DHECKm BY:
4690 Lipscomb Street NE, Sung' 6A
FILE
FIELD BOOK: FlE
.
> Palm
p TIyy9 Bays TE?11 32905
PAGE:
Wa�L3YY121--914$-_3978
DATE 08-13-18
llly� ' 01151
��
=H H=
'SURVEY:
FINAL SURVEY
0 15 30
1 inch = 30 ft.
LEGAL DESCRIPTION
LOT 15, BLOCK 90,
LAKEWOOD PARK -UNIT 8,
AS RECORDED IN PLAT BOOK 11, PAGE 19,
PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
h o
O- O' a0
x� x� x LOT 18 '
LOT 19X xaR�p�3 oxs
SIR pl/8 ", 9' A
"1 C 7R7A X1b.D' x X
LOT 14
FFE-22.12
DR,1;,� r90'64k'(M)
'Y(995.00'(P)
FIP 1" _Z. l
FIR 5/.9' x
x iC
1
x o
O
P' x aM
e'L
WELL ®
WELL
>
LOT 15
v X
BLOCK 90
0
\
x
2
tl P"
6M1
M1Or ti.
ry0
b
CONC
°
OXry
34.0'
X1 h
�6.09'
^
1-STORY
X RESIDENCE
FFE-22.5`�
OYSO'i-y N
r
jC�
LJ
a \a
a
NAra
Xry xh
FND NAIL BM
ELEV=19.43'
LOT SIZE: 9,767 SO FT
MODEL: 1202-A LH
BOUNDARY SURVEY CERTIFIED TO:
WADE JURNEY HOMES
19.7' a 10.6' o
X" Z X
y
X
^ONCRETE.
DRIVEWAY a 5
X X
�x
X X X`
"a ,"^
'D"N LOT 17
OHE W
Y a.
I 5
x
X
M10-
X
O °F
„O x
�O
07
ti
LOT 16
^wry° FFE-22.11
0
o °
�ry
REr�yen
a a zoa
Permitt1
St, cDBOle CUnMBnt
Xry
�, DRAINFIEI
Xry _j
x 92.93'(M)
'"y ,693.10'(P) _FIP 1"
.'e ,
,e70.O' R/WO')—1''y,a"^ 960
SANTA CLARA BOULEVARD X FND NAIL BM
101`/ ELEV=19.71'
SCANNED
BY
St. Lude County
PROPERTY ADDRESS:
PARCEL ID:1301-608-0058-000-4
8104 SANTA CLARA BOULEVARD
PORT SAINT LUCIE, FL.
�er.ervv
FIR
er ennrrvn�
FOUND IRON ROD
SURVEYOR'S NOTES:
1. BASIS OF BEARING
LINE OF LOT 15. BLOCK 90. LAKEWOOD
I HEREBY CERTIFY THAT THIS SURVEY
FIR
= FOUND IRON PIPE
PARK -UNIT 8, AS RECORDED IN PLAT
BOOK 11, PAGE 19, PUBLIC RECORDS OF
IS TRUE AND CORRECT TO THE BEST
N/D
= NAIL & DISK
SAINT LUCIE COUNTY, FLORIDA. AS BEING N90'00'00"E, PER PLAT.
OF MY KNOWLEDGE, AND THAT THIS
SIR
CMON
= SET IRON ROD
= CONCRETE MONUMENT
y, DATE OF FIELD SURVEY: 12/6/19; FINAL SURVEY: 4/17/20
SURVEY MEETS THE. STANDARDS OF
PSM
=PROFESSIONAL SURVEYOR
PRACTICE AS REQUIRED BY CHAPTER
& MAPPER
3. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
5J-17 FLORIDA BOARD OF LAND
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SURVEYORS PURSUANT TO SEC170N
LB
= LICENSED BUSINESS
SIGNING SURVEYOR.
472.027 FLORIDA STATUTES.
CB
= CHORD BEARING
R/W
RIGHT OF WAY
4. PROPERTY LINES SHOULD NOT BE ESTABLISHED USING FENCE OR BUILDING TIES.
CONIC
= CONCRETECOV
= COVERED
5. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS, INCLUDING BUT NOT LIMITED
A/C
A/C
=AIR CONDITIONER
TO, BURIED UTILITIES, FOUNDATIONS AND FOOTERS WERE LOCATED.
D.E.
= DRAINAGE EASEMENT
6. BASED UPON MY REVIEW OF THE "FLOOD INSURANCE RATE MAP' OF ST LUCIE
U.E.
= UTILITY EASEMENT
COUNTY, FLORIDA, COMMUNITY PANEL NO. 12111CO070J, EFFECTIVE DATE FEBRUARY
WBF
= WOOD BOARD FENCE
16. 2D12, THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X", DEFINED AS AREAS
WVF
= WHITE VINYL FENCE
DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN.
CLF
= CHAIN LINK FENCE
()
= PLAT DIMENSION
7, NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP OR ENCUMBRANCES WERE
(M)
PROVIDED, EXCEPT AS NOTED, NOR DID THIS SURVEYOR ABSTRACT THESE LANDS.
= FIELD MEASURED
=CENTERLINE
B. SURVEY FILE NUMBER: 19-10-078
DUS11N HOLLOW,°S.M. LS 6676
®
= WATER METER
H&H SURVEY CONSULTANTS, LLC LB 7821
®
= CABLE RISER
9. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL
am
TELEPHONE RISER
DATUM OF 1988 (NAVD88), AND MORE SPECIFICALLY TO THE FLORIDA PERMANENT
NOT V" MMWT 1 SWAR AM1D n¢ oecwu
®
REFERENCE NETWORK (FPRN) CONTINUOUSLY OPERATING REFERENCE STATIONS
RAID g a A fl ' utal5m SmtErot
= ELECTRIC RISER
(CORS) SBST, FVLR & FLCC.
DATE OF SURVEY. APRIL 17, 2020