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County
1350 MAIABAR ROAD
PALM BAY, FLORIDA
'S
' �p
LOCKsr: r
O.�O,..
LOT 1 �� X
4 C�.�'• '
z1.0,r °
o O.O.
21.7
LOT 2 �yJ 92`j
BLOCK 4 9`
(NOT INCLUDED)
% d 2j 'S LOT 3
o �. BLOCK 4
S. o (NOT INCLUDED)
0o k �• 61
Q, J �i
09 B
P .
is S
/ L
9
i
�o �J � °o
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7
o. c02 is
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2 6 i LOT 4 i� It e
co �. BLOCK 4 �A s
yq yJ
N
ma
= 20
E
CERTIFIED TO: MARONDA HOMES
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP
®COPYRIGHT 2007 SMITH & ASSOCIATES SURVEYING AND MAPPING, INC.
KAMPF TITLE AND GUARANTY CORPORATION:
CHK'AtiO 1-1 1 LE INSURANCE COMPANY; ADAMS TITLE. INC.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER.
SURVEYORS NOTES:
LEGEND:
R - RECLAIM WATER METER
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY,
N.V.W.. NO VISIBLE WELL
T0.8. - APPROX. TOP OF BANK
- GAS SERVICE
RESERVATION, AGREEMENTS AND/OR EASEMENTS OF RECORD, SUCH INFORMATION, IF DESIRED,
P.G.P. PERMANENT CONTROL POINT
N.T.S. -. NOT TO SCALE
8 .WATER VALVE N 2'x 2• CONIC.
SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION,
P.O.C. POINT OF COMMENCEMENT
O/S .OFFSET
N - WATER VALVE
2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED.
P.O.B.. POINT OF BEGINNING
P.T.. POINT OF TANGENCY
LF.E LOWEST BOOR ELEVATION
O.F.E. - GARAGE FLOOR ELEVATION
0 - FIRE HYDRANT
3. DRAWINGS ARE NOT TO BE REUED UPON FOR SCALE PURPOSES.
PA, - PERMANENT REFERENCE MONUMENT
F.F.E. - FINISHED FLOOR ELEVATION
0 POWER POLE
4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE
RP.. RADIUS POINT
O.R.B. - OFFICIA RECORDS BOOK
-
WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 61 G17-6.OD3(f)(B) FA
P.0.. POW OF CURVATURE
P.B. - PUT BOOK
- LIGHT POLE.C.)
5. PURSUANT TO FLORIDA LAW (FA.C. 61G17-6. 003(17)) THIS SURVEY IS BASED ON A
P.C.C. - POINT d COMPOUND CURVATURE
P.R.C.. POINT GF REVERSE CURVATURE
D.B. - DEED BOOK
PG. - PAGE
E---= GUY ACHOR
.FENCE
CLOSED TRAVERSE.
D - DELTA (CENTRAL ANGLE)
P.V.C. - POLYMNYL.CHLORIOE
- -. OVERHEAD WORE (O.H.W.)
6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS.
R - RADIUS
C.M.P. - CORRUGATED METAL PIPE
m - ARPROxNAATE SEPTIC TNIK
7. ONLY OPEN AND NOTORIOUS EVIDENCE Of EASEMENTS AND RIGHT-OF-WAYS ARE LOCATED
A - ARC
T - TANGENT
CENTERLINE
e- PROPERTY UNE
R.C.P. - REINFORCED CONCRETE PIPE
C.P.P. - CORRUGATED PLASTIC PIPE
AND SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND UTILITIES OR
R - RECORD FIN.
- WOOD FRAME
NV. - INVERT
. IRON MARKER FOUND - SEE DESCRIPTION
FOLMDATIONS WHICH MAY EN
MEASURED STY. - STORY
O - 1/2' IRON ROD WITH PLASTIC CAP
'K.A.
B. RIPTtON AS SHOWN DED VERBALLY BY CUENT.
C - CALCULATED R/W - RIGHT-OF-WAY
O -WATER METER
MARKED SMITH lB 7426' SET
9. BASED ON 50.00• AT N/A
D - DEED 1 - MORE OR LESS
O . ELECTRIC METER/HAMDHOLE
(CHAPTER SIG16.0031(2)(0) FACJ
0 - 4'x 4' CONIC, MONUMENT FOUND
_
10.L484 59
ED ON VERfICAt DATUM OF 1986 (PARENT B.M. �,
NO I.D. - NO IDENTIFIWON
C.8.5. -CONCRETE BLOCK &STUCCO
® - SANITARY SEWER MANHOLE
- SEE DESCRIPTION
1 64 EBBED IN FEET AND DECIMAL THEREOF.
F.PA L - FLORIDA POWER AND LIGHT
- 4% 4' CONIC. MONUMENT MARKED
0 STREET BEING N 1046' ASSUMED
ll,D ON Y1-SD_
RES. - RESIOURCE
® - STORM SEWER MANHOLE
'KA SMITH LB 7426' SET
_2•_
NOT CONSTRUCTION LAYOUT PURPOSES.
PROP. - PROPOSED12.RE
TX - TRANSFORMER
® - SOIITNB6I BELL MNWKUfMNOHQENAIL
&ER K FOUDO31(2)(D) FACJ13.S
&DISK FOUND
DE5CRIPTgNAPPROx.
COMIC. - CONCRETE (TP.) TYPICAL
® . UNDER MAN ROOF
-NAIL -SEE
AND CORD AND MEASURED UNLESS OTHERWISE NOTED.
- APPROXIMATE
L - MAIL & DISK MARKED
'KA.
14,MID S AND SHOULD BE FIELD
E.O.P. - EDGE OF PA
O - SOUTHERN BELL RISER
SMTH LB 7426' SET
RACTORS D SEPARATON,
T.O.S. - APPROX. TOE OF. ,'
0 - CABLE T�SION RLSET
(CHAPTER 61G16.0031(2)(D) F.A.C.)
1S.'AS SHOWN NORTH OR GRID NORTH, IT IS FOR
E.O.W. - APPROX. EDGE
N - GAS VALVE
O - HUB & TACK SET
OSInCO
LOT 4
16. ALL WAYS, } T ROADS IF SHOWN ARE -OPEN T
WATERSTONE -
TRA 3BIT F NOTED BY (CLOSED TO TRAVEL .
NWISE
17. WIN ON CONTRACTOR.
AS RECORDED IA6-.
.. -• 7 ::
,: . . •....
I& 'RE ACCURACY: y A IONS. INLETS, VALVES, MAILBOXES,
Y5, CULVDR P HORMONTK FEATURE ACCURACY
US 0.25 FEET.
STA
19. ACCURACY: ELEV �. :THE INLETS. ETC
REVISED PL
TUNE _
REVISED PLOT
_
<
REVISED PER co
20 THE
UNDARY SURVEY PLOT.'
AND
.:.
21. THE EX IS RESIDE
FOR SURVEY IS 4,
THE
MTH22.
ALL E USED MING THEAssAN ELECTRONIC TOTAL STATION
K wAsw H_E WITHA DISDF
almm,ANGd
IEADINNG
FIELD DATA COLLECTOR /ND
1
Dj2MED BY CREATNC A CLOSED w
A REDUNDANCY OF MEASlREMENTS -
op007,(
�:.u.,N Imo'"'I�aF�°� �'��'_,•
yy
r "RT.� �'. � �. P 'tea i h• Jk9
g
10.81 /1 � � Q• \
O.O.
\ 6� 3r�•,
DEC 17 2007
Bnvard County
tr ditn Riwr County
7.
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K 4i
(Nor INCI_UDE10) �^
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4
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r
CERTIFI
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010,
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2 1 �J \
'BLOCK 4 y
�7 INCLUDED) � 9c`n��`
<J`
01
�O.
p ��s
LOT 3
BLOCK 4
I
(NOT INCLUDED)
S
9 al K a r
6 AT
54 h 1
'3 RC •_ � S P i� fi+S. �.). �q' i, w�pf u.1 v f :rr
,r ,
O.O. s:
LOT, 4. ��Q� ��•,
LINE DATA
L1
N
55'49'12" E 1
L2
S
55'49'12" W 1
L3
N
55'49'12" E 1
L4
S
55'49'12' W 1
L5
N
55'49'12" E 1
L6
S
55'49'127 W., 1
s
ax3 20 10 0 20 40 fi0
i
3 H — 20 FEET
MIT'
.n x.
F-wi
CERTIFIED TO: RATION
rws su evEv DOES NOT
�+%'-
®COPYRIGHT 2007 SMITH
`
•
NOT VALID WITHOUT THE SI
,,
- ,..._• .:.
A FLORIDA LICENSED SURVI
StMFtYORS
NOTES: ..DEEDS,
RIGHT-OF-WAY,
t IEpI
LOd - APPWDIL TOP OF Mfm
SUCM INFORMATION. E DESIRED,
E. • . •. R
BE OBTAINED APPROPRIATE TITLE VERIFICATION.
¢
Droll
t `
sIOW1A
3.
N0T PURPOSES.
4.
j EIFIS NTTS THEREOF AND ARE I1
.) C
WA R B1017-6.003(1)(8) FAC)
5..
'B1C19. 17)) THIS SU AR BASED ON A
�Ie:
EG
R C01 OF FENCEi IMPROVEMENTS.
'I
.
'•'.
ARE LOCATED
IUlS D UTILITIES OR
T .
=
I' F
a�.rrt,°
#
S E
_
464 S9
,OF 1B88 ((PARENT B.M. _1-_.
NO 1.0. -
K K. -
-
DECIMAL THEREOF.
FPA L +, LI niTT
11.
1iL6ED ON S1R JB N 3wIo'4E' W (ASSUMED)
PURPOSES.
PROP.
® .
12.
PL07, ARE NOT 1D fOR CONS LAYOUT
J - �1� •, R ':
43.
LOi ANO ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED.
Applpx.. /p{1gOpM�
14.
S AND WELLS ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
EO.P. - ED0[ Of ►AVEYEMf
Q RISE
VERIFIED BY CONTRACTOR CDRRECi POSITION AND SEPARATION.
T.O.S. - APPROX. ME OF SLOPE
E.O.W. - APPROX. EDGE OF WATER
N -.an VALVE
15.
M
NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NOROR GRID NORTH, IT IS FOR
APPROXIMATE POSITION ONLY,
LOT 4
BLOCK 4
IS.
TILL RIGHT -OF _ ALLEYS. DIRT ROADS. AND ASPHALT ROADS IF SHOWN ARE �Q
WATERSTONE - PHASE
ONE
TRAVEL• f00T AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED TOO TRAVEI).
7.
SETBACKS ON PLOT PUNS WERE PR(MDED BY CONTRACTOR.
AS RECORDED IN PLAT BOOK 52, PAGES 35-47, _
TOPOORWH•.
SINLETS. VALYM
1R�EsXES
TYPE
SURVE��
AND SIMILIOMFFAiLAND
HM FHOIIIZOtRAL FEATURE ACCURACY.
5 )
STAKE -OUT,
D
0.25 fEEr.
NE ELEVATIONS ON THL SITE (GROUND, PAVEMENT, INLETS, ETC.)
REVISED PLOT PLAN
_
'ACCURACY OF PLUS rR MINU o.10 FEET.
REVISED PLOT PLAN
WR'/EY IS BOLE BENEFIT OF Me, PARTIES NAMED HEREON AND FOR THE
upon BY ANY DIRER ENrm,
REVISED PER COMMENTS
RIP AND SHOULD NOT=4NCES.ED
BOUNDARY SURVEYPLOT PLAN
19� 007
• R NOT - UNDER ANY CIRCUMI.'HE MINIMUM RELATIVE DISTANCE ACCURACY
DRAWN BY: 1JAMES VALXEnON
21.
E%P�CTED LAND IS RES[IENilil-. ,OT IN 7,500 FEET WHICH WAS MET IN
FLOOD ZONE
D INSURAI
fOR THIS SURVEY IS I F
_
WORK ASSOCMTED WITH THIS SURVEY 3W49
22.
All:.. PERFORMING THE FIELD tffD WITH AN ELECTRONIC TOTAL
woRK WAS PERFOR PER ANGLE WITH A DISTANCE
OF 5 SECONDaD USING A FIELD DATA
OF T- A WAS F ECOF C' PERF CREATWq
C BOUNDARY F..._.._W. ...� .
SEVI M
NEViN A. SMITH - FLORIDAL
THE ORK
PER.
- RECLAN
OAS S0
WATER 1
WATER 1
Q - NUB t TACK
4. LUCIE COUNTY,
,,, t (
5c,C-- 0 70 7 - e01
r+a n A
l
nG
cl
r'P
&smrd County (321
Indian Frw Cw* (772
Fox 321
�O.
LOT 1 ��
BLOCK 4
LOT 2
LOCK 4
DA
��
,thy
17s
LOT 3
BLOCK 4
VACANT J
2G.J0 � � gib` a p5•
S Q P'�� cQ
4
LOT 4
BLOCK 4
VACANT
9
NCO.
V
L1
N 55'49'12" E
105.0'(I
L2
S 5549'12" W
105.0'(
L3
N 55'49'12" E
105.0'(I
L4
S.SS'49'12" W
105.0'('
L5
49'12 E
105.0'(1
'
L6
:: 12 W
105.0'(I
f
71
1350 MALABAR ROAD S.E., SURE I
PALM BAY, FLORIDA 32905
E-MAIL: SMfTHSURVEYINC 0 AOLCOM
S
all -
It -
1.5 F oe- Ip1 +0 +ha 4-op Of 4-k a, ,b v\ k 1 ✓
l ! r P
�
CERTIFIED TO: MARONDA I THIS SURVEY DOES NOT REFLECT OR DETERMINE
®COPYRK;HT 2007 SMITH k ASSOCIATES SURVEYING AND. G, INC.
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER.
SURVEYORS NOTES:
LEGEND: RR - RECLAIM WATER METER
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY,
N.V.W.. NO NSIBLE WELL NNPDOI('EOf BANK -OAS SfJiNCE
RESERVATION, AGREEMENTS AND/OR EASEMENTS OF RECORD SUCH INFORMATION. IF DESIRED,
%
P.GP PERMANENT CONTROL POINT K
8 - WATER VALVE IN 2. 2 ONC.
SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERBIC
2. ADRONOERS SHOWN HAVE HOT BEEN SURVEYED,
P,OC. - Pa OF COMMENCEMENT OFFXT
PAD - POINT Of BEGINNING LOWEST FLODI1 ELEVATION N WATER VALVE
J. DRAWINGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES.
•� GIRIfiE FL00R 0 FIRE HYGRANT
PLM • PERMANENTP.T.. POINT OF TANGENCY REFERENCE MONumDff z ' y F0R5HFD FLOOR ELEVATION
4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE
R.P - RADIUS PANT OiFiCIAI RECORDS BOOK Q -POWER FOIE
WITH THE STANDARDS OF THE. UNITED STATES (CHAPTER 61G17-6.003(L)(8) FAC.)
P.C. - PONT OF CURYAIURE - PO_E
P.C.C.POW OF COMPOUND EIGHT
-
5. PURSUANT TO FLORIDA LAW (FAC. 61G17-6. 003(17)) THIS SURVEY IS BASED ON A
.z F -- GUY
p,R,D, .POINT OF REVERSE
CLOSED TRAVERSE.
0 . OELTA (CFNiRA ANGLE) OE +-+-- FENCE
__.__. OVERHEAD WIVE W.)
6. USE ONLY PROPERTY CORNERS FOR ODt151RUCRON OF FENCES AND OTHER IMPROVEMENTS,
7. ONLY OM ENDENCE Oi GUEAIEI/15 AND RIGHT-OF-WAYS AAE IOCATm
A M� 1 i YAAL APE
VnC
¢/ PIPE ®' APPROXIMATE SEPrK TMK
i
MIN
(RUED
PIPE PON AANDA FOUND YF DESCRIPTION
iRECORD
AND SHOWN iE9�l/, SUIREYBR FILLS NOT LOCATED ANY UNDERGROUND UnUTIES OR
(q)- �y, • - -
(((Y))j
FOUNDATIONS 041CH MAY ENCROACH.
1/2 '
. IRON R00 WRN PLASTIC CAP
RECORDED STY. a' '•t": O
8. LEGAL DE5CRi1N1N AS 0400FI 08 PRONGED VERBALLY BY CLIENT.
s:. MARKEDt/2
(C3 . GALORATGI R/11 • - T(C SMITH LO ]426` SET
9. F1EVA710N5 Bl9ED GN 60.00` ASSUMED AT N/A
(0 . DEED - (OWPEER 41G16.00J1(2)(0) FAC.) -
10. [LflfAT10113 ON NATIONALOEOOETIC VERTICAL DATUM OF 1928 (PARENT B.M{64 3
BA D .
^` . . MONUMENT FOUND
C.9 NO L.O. - NO 1 CBS, - CONCRETE SEW" WA 40LE - SEE DESC4'. 4` CONCRIPTION
ELEVATION .) ANDARE EXPRESSED IN FEET AID DECIMAL THEREOF.
FP.& L. - FLORIDA C . 41 4` CONC MONUMENT MARKi-D
SIDENCE'' 'KA
e
11. WAINNG5 BASED ON THE `.OK MARCIANO STREET BENG N J4'IO'48" W (ASSURED)
�'_RP ® - Mot LIANIIC.IE SMITH LB 742C SET
12. PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES.
D
TX - TRINSFdIFRR i ( 61016.003I(2)(0) FCC)
13. LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED.
CONE. .CONCRETE - NIL & OW FOUND TEE OESCMPTIDN
APPRO%. - MPRO%IW.i� - -
(Ye'
14. SEPTIC TANKS AND 'WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
NA SMITH
� 6MGM m S
E.O.P. - EDGE OF PAYEIIOif SET
VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION.
0 CNE 1l12NlIOM RISER 61G1L00416'
T.O.S. - APPROX TOE OF COPE FAC)
15. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRID NORTH, IT IS FOR
E.O.W. - APPROX. EDGE OF WATER M - GAS VALVE O - HUB & TACT( SET
APPROXIMATE POSITION ONLY
LOTS 1, 2, 3, & 4 BLOCK 4
ROADS IBY
1e. �� �
AND EERWISE
t
WATERSTONE ONE
BY FOOT VEHICLE UNLESS OTHADS,
NOTEDHALT
(CLOSED TO TRAVEL.
-PHASE
17. SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR,
AS RECORDED IN PLAT BOOK 52. PAGES 35-47, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
16. HORWNTAL FEATURE ACCURACY! TOPOGRAPHIC LAND FEATURES (SIGNS, NLETS. VALVES, MAILBOXES,
TYPE
SURVEY DATE
I JOB NUMBER
POWER POLES, DRIVEWAYS, Cl1LVERTS. AID SIC" FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY
'
OF PLUS OR 6 NUS 0.25 FEET.
_
19. VERTICAL. FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS, ETC.)
itEvT _jr ID L^': r F,
r� 2Er.•7
�'>-1e,
C;
HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEEL
OF THE PADRES NAMED HEREON AND FOR THE
20. THIS SURVEY IS FOR THE SOLE BENEFITSHOULD
REVISED PER COMMENTS
-- Z4, 2W7
07-1464
SHOULD NOT TA RELIED UPON BY ANY OTHER ENTITY,
SPECIFIC PURPOSE NOTED, ANDUNDER
AND R NOT TRANSFERABLE UNDER ANY CIRCUMSTANCES.
BOUNDARY SURVEY PLOT P
- M E 19. 2007
07-1089 464 59
DRAW
I SCALE:, 1- m 20
21. THE EXPECTED USE OF THE LAND IS RESIDENTIAL THE MINIMUM RELATIVE DISTANCE ACCURACY
FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7,500 FEET WHICH WAS MET IN
FLOOD ZONE -'LWD I RATE MAP NUMBER 12111c0070
THE CASE OF THIS SURVEY.
22. AL EQUIPMENT USED N PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS
AND CALIBRATED. ALL WORK
TESTED WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION
READING DIRECTLY TO A MINIMUM OF 5 SECONDS PER ANGLE WITH A DISTANCE ACCURACY
PART WAS RECORDED
d
OF 1 IN 50.000. ALL DATA USING A FIELD DATA COLLECTOR AND
[ - IN RESPONSIBLE
CONVENTIONAL FIELD NOTES. THE BOUNCARy WAS PERFORMED BY CREATING A CLOSED
_
A. $MIT}I CERTIFICATE NO {457
GEOMETRIC FIGURE AND ANY SIDE SHOTS"DONE USING A RWUND,WCY OF MEASUREMENTS
* rr -c.:
s, -. 0a A CERTIFICATE