HomeMy WebLinkAboutSURVEYSI
,\111,
THT LEGUALDESCRIPTION
I
=1 1 H= LOT 26, BLOCK 106,
SURVEY LAKEWOOD PARK -UNIT 9.
CONSULTANTS AS RECORDED IN PLAT BOOK 11, PAGE 27A-27D,
JIIL1 PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
FORMBOARD SURVEY
OL�J
I
1 inch = 30 1L
FND N/D BM
BROOIaJN AVENUE i ELEV=21.49'
70.0'A R/W (P)
HO
O p
N N
Nr9 n
338.03'(M) 75.00'(P) S69'56'20E(P) 75.35'(M)
338.40'(P) 75.35'(D) S69.56'20 E(D) 75.00'(P)
FlP 1" FlR 5/8"
SIR 5/e" FlR
St.
LOT 27
Co.
I
14.04'
FORMBOARD
FFE-23.50'
LOT 25
5/8- 1 _
LOT 26 0
Id BLOCK 106 y
— — 74.69'(M)
10.0' P.D.U.. 75.00'(P)
FIR LB 543' 75.00' P S69 56'20'Ef P� 'FIR 5/8' FIR
LOT 4 LOT 6
LOT 5 SCANNED
BY
St Lucie Cow:
BOUNDARY
SURVEY CERTIFIED
T0: BROOKLINE AVENUE
WADE JURNEY HOMES
PORT SAINT LUCIE, FL.
y
I Fvsun
FIR
h IRRRENATONS
= YOUNG IROM RW
1. BASIS OF BEADx - c�n Y LINE OF LOT 26, BLOCK 106. LAKEWOOD
PARK -LIMY 9, AS RECORDED IN PLAT BOOK 11. PAGE PTA-27D. PUBLIC RECORDS
I HEREBY (YRTFY IHAi II05 SURVEY
RP
= POUNDIRON PIPE
GF STUNT LUCIE CWNtt, ROWD0. AS BEING 589'B6'20'W PER PLAT.
IS TRUE AND CORRECT TO THE BEST
NSM
NAIL k DISK
� NY KNOIBEOCE AND MAT BITS
= SET IRON ROD
2. DATE OF FIELD SURVEY. 12/6/19
SUR`AEY MEETS ME STANOARDS OF
WON
PEA
CONCRETE MONUMENT
= PRORESSWAL SURVEYOR
3MIDTONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER MAN THE
PRACDFE AS REWIRED BY CHAPTER
17 RGRIOA 6000 OF LINO
k MAPPER
SIGNING PARTY OR PARTIES IS PROHIBITED WMOUT WRITTEN CONSENT OF THE
.
SJRLEYORS PURSUANI TO SECTION
UB
= LICENSED BUSINESS
SIGNING SURVEYOR.
471.027 RORIDA'.SIATUIES+.
CB
CHORD REARING
A. PROPERTY LINES SHOULD NOT BE ESTABLISHED USNC FENCE OR BUILDING TES.
� '• " •• :I'•: i
GOING
OF WAY
IRGHTCONCRETE
= COVERED
5. NO UNDERGROUND W INCLUDING BUT NOT LIMITED
rr'".
)Mr"m,NeNmi vWaViAP=I=1,++YJ4
GONC
COVERED
TO, BIIRIEO UTILITIES. fOUNpATONS AND fW1ERS WFR!' LOCATED.
FOUNDAIONS TOOM S IMER
PwnAL Mu@;n'v.VS�RpRyp' "s�'o. :,
A/C
A/C
= AIR CONDTON
6. BASED UPON MT REWEW OF THE INSURANCE RATE MAP' OF Si
mw.�a,:gp py.�ilvRe Pm� ��.
JmFmu.rm�'krtJ^lml.
P.D.U.E.
G
=PUBLIC DRAINAGE T
U161tt EASEMENT
BLUCIE
RUA
LWN1Y, FLORIDA. LpMWNMT PANEL NO. 12111f,GO)OJ, EFfECTYE DATE FEDflUART
NO. 1
UO MO WTHIN RbOD ZONE'K MIMED AS AREAS
+'wuin'npi v' nelmaY[4" 's ,_
'-
NHF
= IMDOD BOARD FENCE
16. 2D12 THUS PROPERTY IS
DETERMINED TO BE OUTSIDE OF THE 0.2K ANNUAL CHANCE FLDODPLAIN.
WK
GILT
=MITE VINYL FENCE
= CHAIN UNK FENCE
7. NO INSTRUMENTS OF RECORD RCRLCTNG OWNERSHIP OR ENCUMBRANCES WORE
(P)
= PLAT DIMENSION
PROVIDED, EXCEPT AS NOTED, NOR DID TYS SURVEYOR ABSTRACT THESE LANDS.-
�= FIELD MEASURED
CENTERLINE
VE
8. SURVEY FILE NUMBER: 19-10-076
F :.HDFF.ME�RS
®
= WATER METER
9. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORM AMERICAN VERTOAL
Nddl 91RVLY.LENSOC'792T
" ._
®
= CABLE RISER
DATUM OF 1988 (NAWBB). AND MORE SPECIFICALLY TO ME FLORIDA PERMANENT
1.�; .....
®
= TELEPHONE RISER
REFERENCE NETWpM (FPRN) CONTINUOUSLY OPERATING REFERENCE STATIONS
2019.12.12O7.L -.( 1-05'00'
®
= ELECTRIC RISER
(WRS) SBST. FM 4 MCC..
LkO-S -0 lb'2-
"OR:
:SURVEY:
FINAL SURVEY
0 15 30
1 inch it 30 ft.
LOT 27
LEGAL DESCRIPTION
LOT 26, BLOCK 106,
LAKEWOOD PARK -UNIT 9,
AS RECORDED IN PLAT BOOK 11, PAGE 27A-27D,
PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
5t. ude Co. FL
FND N/D BM
ELEV=21.49'
+o AVENUE2+2b 2zb
2�ab 70 Oq^ R/IN (P) o bb
zo' zv ,Lo
X
VV-19.62 O x2 zb IlV2V-19.59 2 O�
NN p
1 5. ( 8 56'20 flE(P) '� 75.35'(
z 35'(D) S89°56'20'E(D) Z+� 75.00'(
FIR 5/8i;,. X2+b+ e^ X� X2" xzz. SIR 5/8"
"LB 7821"
Nx 2Zp2 X Z a eX 22bo h
D `t.0
�
i
T
LOT 4
FaF,
0
X'22e
Y1PI
rirt
a r.urvu irtun rtuu
I
FOUND IRON PIPE
N/D
= NAIL & DISK
SIR
SET IRON ROD
CMON
= CONCRETE MONUMENT
PSM
= PROFESSIONAL SURVEYOR
& MAPPER '
LB
= LICENSED BUSINESS
CB
= CHORD BEARING
MR
= RIGHT OF WAY
CONC
= CONCRETE
GOV
= COVERED
A/C
= AIR CONDITIONER
P.D.U.E.
- PUBLIC DRAINAGE &
UTIUTY EASEMENT
WBF
= WOOD BOARD FENCE
WVF
= WHITE VINYL FENCE
CLF
- CHAIN LINK FENCE
(P)
- PLAT DIMENSION
(M)
- FIELD MEASURED
- CENTERLINE
®
= WATER METER
99
= CABLE RISER
III)
= TELEPHONE RISER
ETI
= ELECTRIC RISER
FIR 5/8"
y
�
24.9 '
r
0, w
1004' 20.4'L W1.8
" x2 cn4.2'Cn
X,0
22h�' zo .
1—STORY
0 RESIDENCE
b^ za
xz' Xzv x
sz zz�^oo
X Qco LOT 25
+ a FFE-23.500
z ° CQ Fq
2
�
36
L
b
A+ zb
X z2 b^ X v
X Xz2 °
Xzz'
+z
2�
m
6b
CA O
be OT 26
m
BLOCK 106
L
74.69'(M)
10.0' P.D.U.
^b
.
z`+ 75.00'(P)
FIR 5/8"
X
z+y° z+ °
FIR
x X
75.48 M) S89053'42"W
+qq
M
LOT 6
75.00'(�P) S89°56'20'EfP�
SCANNED
LOT 5
BY
St. Lucie County
PROPERTY
7105 BROOKLINE AVENUE
PORT SAINT LUCIE, FL.
3, AS RECORDED IN PLAT BOOK 11. PAGE 27A-27D• PUBLIC RECORDS
1 HEREBY CERTIFY THAT THIS SURVEY
CIE COUNTY, FLORIDA. AS BEING S89'56'2D'W PER PLAT.
IS TRUE AND CORRECT TO THE BEST
OF KNOWLEDGE AND THAT THIS
FIELD SURVEY: 12/6/19; FOUNDATION SURVEY 12/18/19; FINAL SURVEY
SURVEE Y MEETS THE STANDARDS OF
PRACTICE AS REQUIRED BY CHAPTER
TE
1
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
5J-17 FLORIDA BOARD OF LAND
TY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SURVEYORS PURSUANT TO SECTION
VEYOR.
472.027 FLORIDA STATUTES.
4. PROPERTY LINES SHOULD NOT BE ESTABLISHED USING FENCE OR BUILDING TES
5. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS INCLUDING BUT NOT UMITED
TO, BURIED UTIUTIES, FOUNDATIONS AND FOOTERS WERE LOCATED.
,
6. BASED UPON MY REVIEW OF THE 'FLOOD INSURANCE RATE MAP' OF ST LUCIE
COUNTY, FLORIDA, COMMUNITY PANEL NO. 12111CO070J, EFFECTIVE DATE FEBRUARY
,
10. 2012 THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE 'X', DEFINED AS AREAS
DETERMI1IED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN.
7. NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP OR ENCUMBRANCES WERE
PROVIDED, EXCEPT AS NOTED, NOR DID THIS SURVEYOR ABSTRACT THESE LANDS.
FAUN M. HOFFMEIER, S.M. LS 6552
8. SURVEY FILE NUMBER: 19-10-076
H&H SURVEY CONSULTANTS LLC LB 7821
9. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), AND MORE SPECIFICALLY TO THE FLORIDA PERMANENT
x�aA y�G��y. Mu
R <:r NEMOp K4(FPRn) CONTINUOUSLY OPERATING REFERENCE STATIONS
MFERENR
DATE OF SURVEY.' APRIL 7, 2020
1Ylar Ur 0U1VYL' 1
BOUNDARY SURVEY
OF
LOT 26, BLOCK 106, LAKEWOOD PARK, UNIT NO. 9, according to the plat thereof as recorded in Plat Book 11, Pages
27, 27A-27D, of the Public Records of St. Lucie County, Florida. (Contains 0.24 acres)
II h
SITE BENCHMARK 1 21.19
21.17
12'CMP
E. INVERT 19.64
FIR 1/2' --'-
AT NW CORNER LOT 29 �r-
S 8957'02" E FIR 1/2"
21.99
I
BEARING BASIS
225.00'(P) 224.74'(M) 22.26
LOT 27
BLOCK 106
RESIDENCE
FF = 23.02
WELL OUT OF RANGE
L / / )_r/l @
BUILDING SETBACKS:
FRONT 25'
REAR 15'
SIDE 7.5'
CONTROLLING BENCHMARK
NGS PID D14002
PUBLISHED ELEVATION 21.33 NAVD 1988
CERTIFIED TO:
WJH
FIDELITYNA77ONAL TITLE INSURANCE COMPANY
JONES, HABER B ROLLINGS
REGIONS BANK
GSS SURVEYING & MAPPING, LLC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 8006
22.86
.--.[4.0
o CR
0CD
22.87
22.71
SET N/D
SITE BENCHMARK
EL= 4 EK
ZEET OUT OF RANGE 21.45 21.
:OOKLI�VENUE 21.29 _1
(70' PUBLIC R/W) 21.25
20'd: ASPHALT ROAD
0
19.65 ri 19.76 12'CMP
W. INVERT
SwgL SAAL�a-- SWALE SWAL 146.2'i EL=20.29
89'57 02 75.28'{M NOT TO SCALE
RE BLOCK
9'56'21 E 75.00 � - 795.00'(P)(C)
c 2226 FIR 1/2" CORNER
LOT 16
JPROPOSED
WINDUSTRY
.0'2226
FDOH In St. Lucie County
Environmental Health
20.42' �a - Site Plan Approved for Construction
eH 4.25� 1050 pp
GA0 1.91 C N Supersedes All Previous Site Plans for
PROPOSES '/T OSTDS & Well #.5i1 ?93,
RESIDENC�
1402-8g Date: 2 ! 9
/� 8 Revie er:
zt 9O LOT 2 BLOCKO6
J'
/ m" VACANT
x 2.86 i° 3 Ec NO WELLS
36.46' 24.54' C a
/ PRCONICEPADx3 / O
/ LOT 26 21.9p o RECEIVED
r„ BLOCK 106 I `�
°�+T1 x 22.66VACANn N MAY 31 2019
�' n 21.89
OPOSED ST. Lucie County, Permitting
WELL 15'8.SL
21.59 x
�- 10 PUBOC UfIUTY & � 21.gg
20.80
DRAINAGE EASEMENT
FlR 1 2
21.05 FlR 1/2'
20.88
_
{T
_
P1. 8S'55'2t" W 75.00'(P) x 21.28
4
89'49'34°A 73'(M)x21.59 xzL4sLOT
4
,
DOUBLE LOT - RESIDENCE
BLOC 106
21.46 SEPTIC OUT OF RANGE
VACANT
21.61 NO OBSE VED WELL
NO WELLS
�
LOT 5 LOT 6
BLOCK 106 BLOCK 106
SURVEYORS NOTES:
1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
GRAPHIC SCALE
2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY
SURVEY IS 1 FOOT IN 7.500 FEET. IN THE MINIMUM TECHNICAL STANDARDS (5J17 F.A.C.) WHICH WAS MET IN THE CASE OF THIS
30 0
15 30 SURVEY.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD.
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED
( IN FEET)
CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
1 inch = 30
f1. 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF
DECEMBER 4. 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X. OUTSIDE SPECIAL FLOOD HAZARD AREA
7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET.
8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE
PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND
SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE
LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
�(YYA�L��LL��QQ�L������11EE
��VJI�11EC98VEn:,
9. TH IS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED
HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP
B�yjIm
Y
APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
at, Lude�Ou�i MAPPERS IN ATIONI NO AY CONSTITUTES
ISHERG GUARANTY
N RSUANT TO RRANTY TOAN4 OTHER
INFORMALORIDA TION TES.
THE
I Dee 28,2016 IrCAV a�' CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN
FRbFE551b1JACSl'Nv 71Sr�fAP BFONSIBCECMMKUM HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY
TERRY H. DRUM PROF SSIONAL SURVEYOR AND MAPPER NO.SI55597 NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT
NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. VALID FOR ANY OTH ER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR.
10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 8B).
ADDRESS: 7105 BROOKLINE AVENUE, FT. PIERCE LEGEND
EL=ELEVATION FIP= FOUND IRON PIPE•NO IDENTIFICATION' E3 -WATER METER ❑ _CABLE PEDESTAL C=CALCULATED--- n--n--x--X=CHAIN UNKFENCE
SM=SITE BENCHMARK SIRC- SET WIRON ROD WITH CAPRB 8806' y CAN V V
P.O.C.= POINT OF COMMENCEMENT CONC=CONCRETE - V=FIRE HYDRANT ,o-= WOOD UTILITY POLE FNO=FOUND_=WOOD FENCE
F.O.B.= POINT OF BEGINNING FN&D= FOUND NAIL AND DISK �i=WATFRVALVE CN=CURVENUMBER
CB=CHORD BEARING /CH=CHORD SHAD =SET NAIL AND DISK E-=GUY ANCHOR _M__TOPOFBANK
PCP= PERMANENT CONTROL POINT FF EL= FINISHED FLOOR ELEVATION ® =EXISTING WELL &=AND
PC= POINT OF CURVATURE SIT SEPTIC TANK S ❑O =ELECTRIC TRANSFORMER NC=AIR CONDITIONER -=TOE OF SLOPE
PT= POINT OF TANGENCY SF SQUARE FOOT=SANITARYMMHOLE Aws
RNJ=RIGHT OF WAY (P)= PLAT (D)= DEED (M)=MEASURE O0' =STORM MANHOLE ETELEPHONE JUNCTION BOX I.D.=IDENTIFICATION -ww-=OVERHEAD WIRES
FIR FOUND IRON ROD'NOMENTIFICATION' CA.=CENTERUNE EDP=EDGE OF PAVEMENT CB =CATCH BASIN LIGHT POLE CM=CONCRETE MONUMENT-B.S.L-=BUILDING SETBACK LINE
FIRC= FOUND IRON ROD WITH CAP CMP= CORREGATHI METAL PIPE ❑ 'Y-'
UPDATES and/u RENSIONS BY DATE JOB 111: 18-0450 T�11 Tp�T y/� 1a�1T�� and
�}�� ��� �}L Ta1 7y�� tf�
DRAWN BY: LD 4 T4 � Surveying V 51:ying tVS Ji11d 5ViLaPp Alt gs LLC
CHECKED BY: THD �, „ 4690 Lipscomb Street NE, Suite SA
FIELD BOOK: FILE �`.V R:4 PalinL.yT Bay,
FL 32905
PAGE 3211Li_V914-3978 �lli
DATE 09-13-18
0
BOUNDARY SURVEY
LOT 26, BLOCK 106, LAKEWOOD PARK, UNIT NO. 9, according to the plat thereof as recorded in Plat Book 11, Pages
27, 27A-27D, of the Public Records of St. Lucie County, Florida. (Contains 0.24 acres)
1 21.19
WELL ACROSS STREET OUT OF RANGE 21.45
_ BRO_OKLINIAVE_P
21.17 (70- PUBUC R/W)
20'3 ASPHALT ROAD
12•CMP
PROPOSED
E. INVERT
EL=19.64
19.64 "
12x24 OAF
sXaC
FIR 1/2'
AT NW CORN
S
LOT 29 �
FlR 1/2
S 89'57'00 E
Y
21.99
BEARING BASIS
/
225.00'(P) 224.74'(M)
22.26
13.0'
25-B.S.
M
vi
0 n
�+qq�`q
6/ C 0
BUILDING SEITAdft:
FRONT 25'
REAR 15'
SIDE 7.5'
LOT 27
BLOCK 106
2287
RESIDENCE
FF = 23.02
LAJ
WELL OUT OF RANGE
L •Cz,
o�
o�
oCD
o
zZ
22.71 X
21.59 x
20.80
-
FIR 1 2"�
LOT 4
BLOCK 106
VACANT
NO WELLS
CONTROLLING BENCHMARK
NGS PID D14002
PUBLISHED ELEVATION 21.33 NAVD 1988
CERTIFIED TO:
WJH
FIDELITY NATIONAL TITLE INSURANCE COMPANY
JONES, HABER B ROLLINGS
REGIONS BANK
GEE SURVEYING S MAPPING, U.C.
CERTIFICATE OF AUTHORIZATION NUMBER LS 8DO6
4*4111 LA
x 22.81
PROPOSED 3
16' z
;ONC DRIVE $
x 27 86
19.65
TUBING
INDUSTRY !
--SYSTEM
N III���III
5.0I I
1050
2AL
GAL
PROPOSES T s/r
RESIDENCI�
1402-B
/ f
x
n /
PROPOSED JX3
CONC PAD
LOT 26
BLOCK 10i
�10/9
22.69VACANT)
11.00' &
49-
PROPOSPOSED
WELL
I5'B.S.L
-
89-49'375
21.46 21.61
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
j4/{/�f,J/�(�w. Jan 18 2019
�PMU MAFPERINKtUFORSIbLt U" A M
TERRYH.DRUMPROF SSIONAL SURVEYOR AND MAPPER NO. i5597
I NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A PLORIDA LICENSED SURVEYOR AND MAPPER.
LOT 5
BLOCK 106
SET N/D
SITE BENCHMARK 2
EL=21.34
21.18 v
E 21.29 -
21.2s
0
19.76
- SX
F 22.26 FlR 1/2•
yJ
I�II.O'
22.26
21.9(1
33
v
O
Oo
N y
21.89
12'CMP
W. INVERT
146.2'4 EL=20.29
TO SCALE
u' NE BLOCK
CORNER
LOT 16
LOT 25
BLOCK 106
VACANT
NO WELLS
MIN.
Mel
J SIDE I
SIDES
CNR SIDES
21.98 REAR
21.05 FIR 1/2• ZNG.
�P) TECH.
x 21.28
M)x21.59 x21.45 4
DOUBLE LOT ' - RESIDENCE
SEPTIC OUT OF RANGE
NO OBSEIVED WELL ,I
LOT 6
BLOCK 106
�v 4 MAY 31 2019
Si a.ucie�U
ST. Lucie County, Penn,
SURVEYORS NOTES: I .
1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOIN ERB SHOWN HAVE NOT BEEN SURVEYED
2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE. ACCUR%CY FOR THIS BOUNDARY
SURVEY IS 1 FOOT IN 7,500 FEET. IN THE MINIMUM TECHNICAL STANDARDS'SJ17 FAC.) WHICH WAS'. MET IN THE CASE OF THIS
SURVEY.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF REWRD.
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED
CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
S. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12011100070J, HAVING AN EFFECTIVE DATE OF
DECEMBER 4, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA
7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET.
B. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE
PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND
SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE
LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS ANDIOR ENTRIES NAMED
HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP
APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J77 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE
CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN
HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY
NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT
VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR.
10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 19BB (NAVD 88).
ADDRESS: 7105 BROOKLINE AVENUE, FT. PIERCE LCtiCNU
EL ELEVATION PIP= FOUND IRON PIPE 'NO IDENTIFICATION' EI -WATERMETER CABLE PEDESTAL C=CALCULATED �Y= CHAINLINKFENCE
SM=SITE BENCHMARK &RC- SET 12' IRON ROD WITH CAP'LB8006' FND=FOUND V V V
P.O.C.= POINT OFCOMMENCEMENT CONC=CONCRETE=FIRE HYDRANT 4=WOOD UTILITY POLE �=WOODFENCE
P.O.S.= POINT OF BEGINNING FNBD= FOUND NAIL AND DISK M -WATER VALVE CN=CURVE NUMBER
CB=CHORD BEARING /CH=CHORD SNBD=SET NAIL AND DISK W E-=GUY ANCHOR-To-=TOPOFBANK
PCP= PERMANENT CONTROL POINT FF EL: FINISHED FLOOR ELEVATION ®=EXISTING WELL 6-AND
PC= POINT OF CURVATURE SR=SEPDCTANK B ❑O =ELECTRIC TRANSFORMER A/C =AIR CONDITIONER-iM-=TOEOFSLOPE
PT POINT OF TANGENCY SF -SQUARE FOOT =SANITARY MANHOLE mmo¢
RAN=RIGHT OF WAY (P)= PLAT (0)= DEED (M) = MEASURE =STORM MANHOLE �E+Yl=TELEPHONE JUNCTION BOX I.D.=IDENTIFICATION -nXw-=OVERHEAD WIRES
FIR= FOUND IRON ROD'NO IDENTIFICATION' OL=CENTERLINE EDP=EDGE OF PAVEMENT LIGHT
®=CATCH BASIN y=HT POLE CM= CONCRETE MONUMENT BUILDING SETBACK
PRO= FOUND IRON ROD WITH CAP CAP = CORREGATED METAL PIPE -B.S.L. =
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DATE: 08-13-18 i5 WL 43J 2 1 - 9 1 4 _ 3 97