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OF SURVEY
LINE DATA
Li
N
55'49'12" E
105.0'(R&M)
L2
S
55'49'12" W
105.0'(R&M)
L3
N
55'49'12* E
105.0'(R&M)
L4
S
55'49'12" W
105.0'(R&M)
L5
N
55*49'12" E
105.0'(R&M)
L6
S
55*49'12" W
105.0'(R&M)
N
E
40 60
..
_4=1'
DEC. 1
FIED TO: N(3 ,
THIS SURVEY Doe
AMPS' Ri UARANTY CORPORATION; �.
®co 2ooz
CHICA60 1ITLE, INSURANCE COMPANY; ADAMS TITL-
NOT V THO .
A FL N
SURVEYORS NOTES:
LEGEN "
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY,
N.V.W. .. NO WELL
T #, ,
RESERVATION, AGREEMENTS AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED.
P.C.P. - PERKMMEW GO
a NOT 10
SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TIRE VERIFICATION.
P.O.C. - PONT OF COM
. OFF:
2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED
P,O,B.. POINT OF SEQ
LOWEST
3. DRAWINGSP.T..
ARE NOT TO BE RELIED UPON FOR STALE PURPOSE}.
POW OF TANGENCY;
P.R.Y. - PERI,WIENT
- GARAGE
"'i:F.E.. FINISHED
4, ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE
R.P. - RADIUS POINT
O.R.B. - OFFICIAL
WITH THE STANDARDS OF THE UNITED STATE (CHAPTER 61017-6.DO3(1)(8) FA.C.)
P.C.. POINT OF CURVA
P.B. - PUT BOOK 2
5. PURSUANT TO FLORIDA LAWdlFAC).THISSURVEY IS BASED ON A
P.C.C.. POW OF COMPOUND
P.R.C. -POW OF REVERSE OUTNAIIIRE
8009
CLOSED TRAVERSE.
0 DELTA (CENTRAL ANGLE)
6. USE ONLY PROPERTY CORN*ENCES AND OTHER IMPROVEMENTS.
A . RA
G4
7, ONLY OPEN AN +; C WRIGHT-OF-WAYS ARE LOCATED
fL C E
T - TANOETNT F PROPDTD' LINE
C
AND SHOWN :ANY UNDERGROUND UTILITIES OR
FOUNDATIONS
R - pECORO iAN.. R000 FRAME
,
INV.
B. LEGAL BY CLIENT.
MDASIIRED STY. ST
C CAUMULATED R
W .
O
S. ELEVATIONS
� M0� OR LESS
0 - ELECTRIC
10. ELEVATIONS OF 1988 (PARENT B.M. 464 59
NO 10.. NO IDENTIFICATION
C.B.S.. CONCRETE BLOCK 4 STUCCO
SANTARI`
ELEVATION AND DECIMAL THEREOF.
F.P.h L. - FLORRN POWER AND LIGHT
11, BFARMGS BASED'. i N 34'10'48' W (&!is ED)
RES. - RESIDENCE
®
MANHOLE
PROP. PROPO m
12. PLOT PLANS ARE:`".LAYOUT PURPOSES.
Tx - TRANSFORMER
® -
MMINOE/10MMF
13. LOT DIMEN RED UNLESS OTHERWISE NOTED.
COAL' - _ '') ` TYPICAL
®- U 'ROOF
14. SEPTIC T ::LOCATIONS AND SHOULD BE FIELD
E.O.P .
O - S
RISER
VERIFIED ARATION,
T.O.S..
G - ,.. ..
N RISER
15. N AS OR GRID NORTH, IT IS FOR
t
E.O.W. - )(ATER
r'
AP a
'�5
LOT 2 K 4
-WAYS_
16. -WAYS, IF SHOWN ARE
WATER '.
BY BY (CLOSED To TRavEI).
E ONE
1 As S OR.
AS RECO BOOK 52,
35. `
LIC RECOM
1a. INNER, VALVES. MNIBO%ES,
ZONTAL FEATURE ACCURACY
OF P' {A0.2}:
STAKE.
PAVEMENT, INLETS, ETC.)
FEET.
REVISED PL
REVISED PLO PLAN
5. 2
HEREON AND FONT THE
REVISED PE COMMENTS
N BY ANY OTHER
ANDy..,.
BbUNDARY SURVEY PLOT P
7 7:
2t. THE EXPE THE DISTANCE
RAWN BY: JAMES I
FOR THIS. , .:> .. ..
E
THE CASE SU
2 . ALL EOUI IN
SUHVL ...MAPPING, INC.
THE 0. `I t ISED SEAL OF
13
DEC 17 2W7
PUBLI^-C WOFIC --
GT. LUCIE� C� 0=1
10
e-
1 61
i
IX
B
(NOT INC-LUDED)
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Brward CowtY (321)724-2941350 MALABAR ROAD
Indlon RMr Counly (771)'SH9-3228 PALM SMAY, FLORIDA
Fax 321 951-4679 :VC. \LAVA E-COAL. SMRHSDRVEY'
MAP OF SURVEY
CERTIFICATE OF AUTHORIZATION L.B.7426
O, �0 sal
LOT 2 '11J F
BLOCK 4
�,~J his X• l
LOT 3
BLOCK 4I
(NOT INCLUD60)
LOT 4 'A 7
BLOCK 4 �A�s
J
tNC�
LINE DATA
L1
N
55*49'12" E
105.0'(R&M)
L2
S
5649'12" W
105.0'(R&M)
L3
N
55'49'12" E
105.0'(R&M)
L4
S
5649'12" W
105.0'(R&M)
L5
N
55.49'12" E
105,0'(R&M)
L13
S
55'49'12" W
105.0'(R&M)
=m
SCALE IN FEET
1 INCH =, 20 FE
Da(te/J> o7ln1t
approved
DEC 2 2001
FOP,N 00AV V
THIS DOES NOT
CERTIFIED TO: MARONDA HOMES
YRIGH
®COPPYRIGHT 21707 SMR
Nj-
A
SURVEYORS NOTES:
LEGEND:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RITNT-OF-WAY,
RESERVATION, AGREEMENTS AND OR EASEMENTS OF RECORD. SUCH INFORMATION, N DESIRED.
TITLE VERIFICATION
N.V.N. - NO VI>m12 WELL
P.C.P.. PERMANENT CONTROL POINT
P.O.C.POINT OF ENT
SHOULD BE OBTAINED AND CO�FiRMW BY OTHERS THROUGH APPROPRIATE
: BEGINNING
P:oa. POINT OFBfGNMNGADJOINDERS
SHOWN RAVE NOT BEEN SURVEYED.
P.T. - POW OF TANOFNCI'3.
DRAWINGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES.
P.R.M. - ADIUSPORMIpf REiTAENCE MONUMEM
POINT
4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE N ACCORDANCE
FAC.)
P C. - POW OF
P.9.. PUT BOOK
WITH THE STANDARDS OF THE UNITED STATES (CHAPTER SIG17-8.0030)(8)
A
P.C.C. - ppNp OF CURVATURE
REY6KE CURVATURE
D.B. - OECD BOOT
PPC. PAGE
S. PURSUANT TO FLORIDA LAW (F.A.C. S1G17-6. 003(17)) THIS SURVEY IS BASED ON
oR-C.�TAP01(Nf
DELTAPADIUS CONTRAL MGM
CLOSED TRAVERSE.
S. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS.
ARE LOCATED
R .
A . /AC
( 1.9NNRNF
C.Y.P. -
R.CP, -
7, ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS
UTILITIES OR
T - TNNRNf
C- PRCM LINE
TITRE
C.P.P. -
INVERT
MD SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND
{{{((AAAP REOOFm
:IBM. •WOW
PIN..
FOUNDATIONS WHICH MAY ENCROACH
B. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY BY CLIENT.
�'' SLOT!
C ND V - MWr-OF-WA'Y
O ! IIONNE OR LESS
: WA
9. ELEVATIONS EASED ON 50DO' ASSUMED AT _ NLA
B.M. 484 59
l
NO I.D - NO IDENTIFICATION
CBS. CONCRETE BLOCK N!
E
_1_.
10. ELEVATIONS BASED ON NORTH A ARE EN VERTICALRESSED DATUM ()F D D IMAL
ELEVATION 21.04 ) AND ARE IXfNiE55ED IN FEET AND DECIMAL iHERE,7F.
DSTUCCO
LIGHT
F�PB L POWER AND LKaY(T
11, BEARINGS BASED ON THE OF MANCMNO STREET BEING N SC 10'4I' W (ASSUMED)
FOR CONSTRUCTION LAYOUT PURPOSES.
PROP, PROPOSED
TX -
12. PLOT PLANS ARE NOT TO BE USED
IJ. LOT DIMENSIONS MO BEARINGS ARE RECORD MO MEASURED UNLESS OTHERWISE NOTED.
AppRp%, . APPROgMATE
O
14. SEPTIC TANKS AND WELLS N SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
EOP. - EDGE OF PAVEMENT
0
VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION.
- . � OF T.O.S. �
OF IIATIER
N
15. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRIO NORTH, T IS FOR
APPROXIMATE POSITION ONLY,
LOT 2.
BLOW, 4
.. IS. ALL RIGHT-OF-WAYS, ALLEYS, DIRT ROADS, AND ASPHALT ROADS IF SHOWN ARE
INATERSTONE - PHASE ONE
t•RA y� BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED By (CLOSED To TR ,D.
RECORDED W1aftippK 52,
PAGES 35-47,
17. SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY
I$. HORIZONTAL FEATURE ACCURACY: TOPOfTiAAIIC LAND FEATURES
AND SO" FEATURES) A
POWER POLES, OIVEWAVS, CUL
ST I�
7,
OF PLUS OR MINUS 0.25 FEET.
ETC.)
REVISED
19. VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (CAR
HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS DI
REVISED PL
20. THIS SURVEY IS FOR THE SOLE BENEFIT OF THE PARTIES THE
REVISED PER C
i
SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE
SURVEY
AND R NOT TRANSFERABLE UNDER ANY CIRCUMSTANCM,
JAMES
21, THE EXPECTED USE OF THE LAND IS RESIDENTIAL THE
FOR THIS TYPE OF BOUNDARY SURVEY IS 1 F
611'CASE OF THIS SURVEY.
u"YiJ F)lJ�.1
III 1 �I PI �T
22. ALL EOVIPMENT USED IN PERFORMING THE FlE1Dl'i
TESTED AND CALIBPATED. ALL WORK WAS r^FITruFIT WITH ANREADING
DIRECTLY DIRECTLY TO A MINIMUM OF 5 ', F 'DATA
ri
OF 1 PART IN 50.000, ALL DATA WAS H A
..CONVENTIONAL FIELD NOTES. THE BOUNDAH' AAS FLP BRA
OF
ENTIRE AND ANY SIDE SHOTS WERE DONE USING A
RECORDS OF
ID MAPPINGJINC.
RAISED SEAMETER
1 2'. 2' CONC
FAG.)
07
z\
TerM- �' SAC d�®�'_ oaiZ
Im Z
BF6vdrd County (321)724-3228 I' \ PALM BAY.
ROAD SE., SUITE +.
MKlxOn Ri er Couerty (772)951-J226 PALM BAY, FLORIDAF32905
FO. (327)951 -4879 9AP`F` 1NQ & E-MAIL' SMITHSURVEYWC O AOLCOM
MAPPIND3, NVO.
MAP OF SURVEY
CERTIFICATE OF AUTHORIZATION L.B. 7426
ss �•
O.�O-
24 <C\ 4\j
NT LC�
(� zT.7 L
0O-
LOT
BLOCK 4
VACANT J
LINE DATA
L1
N 55*49'12" E
105.0'(R&M)
L2
S 55*49'12" W
105.0'(R&M)
L3
N 55'49'12" E
105.0'(R&M)
L4
S 55*49'12" W
105.0'(R&M)
L5
N 55'49' 12" E
105.0'(R&M)
L6
S�55*49'12" W
105.0'(R&M)
0. r" vt
MASTER700
ZCC 7�Z
N ON FILE
E
S
20 10 0 20 40 60
SCALE IN FEET
1 INCH = 20 FEET
MIN. SETBACK REQ.
FRONT
A
SIDES C__
CNR SIDES
REAR 15 09 LIO' ° �0P 0
ZNG.
TECH.,
CERTIFIED TO: MARONDA HOMES
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP
®COPYRIGHT 2007 SMITH & ASSOCIATES SURVEYING AND MAPPING, INC.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER.
SURVEYORS NOTES:
LEGEND: R RECLAIM
I. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY,
RESERVATION, AGREEMENTS AN�D//O�R WAITS OF RECORD. SUCH INFORMATION. IF DESIRED.
- WATER METER
N,V.W. - NO VOW WELL T.O.B. - APPROX. TOP OF BANK � - GAS SERYCE
P.CA. - Pahomff CONIROL POINT
�EAS
SHOULD BE OBTAINED AND CONi7RYE0 BY OTHERS THROUGH APPROPRNIE TITLE VERIF1CATg1,
N T.S. - NOT TO SCALE -WATER WAVE IN t'. i' COMIC
I.O.C. - P OF COMMENCEMENT an -OFFSET 8
2. ADJOINDERS SHOWN RAVE NOT BEEN SURVEYED.
I.0-0. - POINT OF BEpNNING LF.E. - LOWEST FLOOR ELEVATION N - WATER VALVE
J. DRAWINGS ARE NOT TO 9E RELIED UPON FOR SCALE PURPOSES.
P.T PANT OF TANGENCY G.F.E. - GARAGE FLOOR ELEVATION Q. FIRE HYplIANT
PAY, - PERMANENT REFERENCE MONUMENT P.F.E. - FINISHED FLOOR ELEVATION
4. ALL MEASURDAENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE
R.P. RADIUS POINT O.R.B. - OFFICIAL RECORDS BOOK 0 - POWER POLE
WITH THE STANDARDS OF THE UNITED STATES (CHARTER 61G17-6.003(1)(9) FAC.)
P.C.. POINT OF CURVATURE PS - PLAT BOOK - LXHT' POLE
5. PURSUANT TO FLORIDA LAW (FAC, 9IG17-8. 003(17)) THIS SURVEY IS BASED ON A
PC,C. - PONT OF COMPOUND CURVATURE D.B. - DEW 9OCK F___- ar ANCHOR
PAC. - POINT OF REVERSE CURVATURE PG. -PAGE
CLOSED TRAVERSE.
6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS
_�� GUNGE
D - DELTA (CENTRAL ANGLE) P.V.C. - POLYNNYLCAAOMDE
R - RADIUS - --- OVERHEAD WIRE (OH*.)
C.Y.P. - CORRUGATED META. PPE
]. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT -OF -WAYS ARE LOCATED
CENTLRUNE R.C.P. - REINFORCED CONCRETE PPE S APPROXIMATE SEPTIC TAM(
7 € CZ7
AND SHOWN HEREON THE °iIR!^'P I,AV NOT LOCATED ANY UNDERGROUND UTILITIES OR
TKO - PFOPIE�y LINE CAP. - CORRUGATED PLASTIC PPE -REIN yµWEp Fab _SEE oEsalPrxPx
(((R) . RECORD /RIP. - WOOD FRAPPE
FOUNDATIONS WHICH MAY
INV INVERT
(4) . 4EA41RE0 STY, - STORt 0 - t/Y IRON R0p WITH PLASTIC CAP
LEGAL
e. LEGAL DESCRW ON AS ERBALLr B CUEM
C - CILWA W R/W - RIO f OF -WAY O - WA ER wETER 4MI® A v6TH IS 7426' SET
9. ELEVATIONS BASED ON :. a. NIA
(CHARIER
LESS O - ELECTRIC METER/HANOHOE
)FOUND
10. ELEVATIONS BASED ON Nc .. -TIC VERTICAL DATUM OF 1929 (PARENT B.M. 464 59
NO 10 W IDENTIFICATION- MONUMENT
C.B.S. - CONCRETE BLOCK ! STUCCO
ELEVATION -21.04_ 'PRESSED IN FEET AND DECIMAL THEREOF.
F.P.! L. - Fi01IfM POWER ANp IXRrt - SAMI SEWER MANHOLE - SEE OESCRIPRON
� 4. 4"
4SMITTH
II. BEARINGS BASED ON T. ".A STREET RING N 34"0'4B' W (ASSUMED)
40M� SMVtKEO
RE p- ® - STORM SEWER MADIOLE Ul 7426'
12, PLOT PLANS ARE NOT : .:R CONSTRUCTION LAYOUT PURPOSES.
PROPOSED
TX - TFANSTORMER SgR166N Sol 4YIIOLF/1WdglF (DER 61016.0011(2)(0) FAC.)
13. LOT DIMENSIONS AND SEA—" - 4ECORD AND MEASURED UNLESS OTHERWISE NOTED.
CONC. -CONCRETE (TAP.) . TrPCK A . UNDEp MAN ROOF ♦ - NAE A, 015K FOUND - SEE OEBGBPiN]N
14. SEPTIC TAMS AND WELLS IF L;,-.. -.. •, ARE APPROXIMATE LOCATIONSD SHOULD BE FIELD
.
- APPROXIMATEELD O - SOUTHERN 9E11 RISER 4 - NAIL A, DISH MARKED
LO.P. - EDGE OF PAVEMENT 'NA SMITH LB 7426' SET
VERIFIED By CONTRACTOR FOR tECT POSITION AND SEPARATION.
T.O.S. - APPROX. TOE OF SLOPE 0 - CABLE TEIFVV6MON RISER (CHARTER 511316.00310)(0) FAC.)
15. NORM ARROW AS SHOWN DOES NLI REPRESENT TRUE NORTH OR GRID NORTH, IT IS FOR
EO.W. - APPROX. EDGE OF WATER N - GAS VANE 0 - HUB ! TICK SET
APPROXIMATE POSITION ONLY.
LOTS 1 2, 3, & 4 BLOCK 4
16. ALL RICHT-OF-WAYS, ALLEYS. DIRT ROADS. AND ASPHALT ROADS IF SHOWN ARE
,
jam' BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED To TRAVEL.
WATERSTONE - PHASE ONE
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
18. HDROWAL FEATURE ACCURACY: TOPOGRAPHIC LAID FEATURES (WNS. (NETS, VALVES, MAILBOXES,
TYPE rr
SU
POW PONES, ORIMMAYS. CULVERTS, AND SMBAR FEATURES) RAVE A HORIZONTAL FEATURE ACCURACY
_ .FDA DATEJOB NUMBER
OF PLUS OR WIUS 0.25 FEET,
19. VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND. PVEMENT, INLETS, ETC.)
HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MIND$ 0.10 FEE'
4'.0 v : • . V
20. THIS SURVEY IS FOR THE SOLE BENEFIT OF THE PARTIES NAMED I4REON AND FOR THE
REVISED PER COMMENTS
AUG. 7y 2007
07-1464
SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE RELIED UPON F. ANY OTHER ENTITY,
BOUNDARY SURVEY PLOT P
JUN'c 19, 2007
07-1069 ^464 59
AND D NOT TRANSFERABLE THE UNDER ANY CIRCUMSTANCES. E DISTANCE ACCURACY
21. THE TIED USE OF THE AND IS RESgFI/I1 THE RELIV
DRAWN BY: JAMES WI ERSOF ,
SCALE: 1 '• 20
FOR THIS TYPE ,WHICH WAS MET IN
BOUNDARY SURVEY IS 1 FOOT IN ],Soo FEE'
INMINIMUM,50
FLOOD ZONE X ?LCOD i SURA.NOE RA MAP NUMBER- 1211100070
AM IS
Tiff CASE QU THIS SURVEY.
j
,
22. ALL EQUIPMENT USED IN PERFORMING THE -FIELD WORK ASSOCIATED "TM THIS SURVEY WAS
TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION
/1
READING DIRECTLY TO A MINIMUM OF 5 SECONDS PER ANGLE WITH r DISTANCE ACCURACY
4
OF i PAR IN50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND
SU
SIGNAL c & MAPPER IN RESPONSIBLE CHARGE
CONVDfnONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED EP CREATING A CLOSED
vCY OF MEASUREMENTS.
GEp1ETWC FI(Xlli AND ANY SIDE SHOTS WERE GONE USING A REDUNDM __..
KEVIN A SMITH - FLORIDA CERTIFICATE N0. 4457
ANORFIM .I cunVN _ nroMnA rronnn.Tr