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SCALE =1' = 30'
LEGAL DESCRIPTION:
LOT 10, PARCEL 4, RESERVE CREEK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGES
21 AND 21A OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
AND
A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, SAID
PARCEL IS DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF LOT 10, PARCEL 4, OF THE PLAT OF -RESERVE CREEK' AS RECORDED IN
PIAT BOOK 24, PAGES 21 AND 21A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAJD CORNER ALSO
BEING ON THE EASTERLY PERIMETER OF SAID PLAT; THENCE SOUTH 88' 01' 38' EAST; ALONG AN EASTERLY
PROLONGATION OF THE NORTH LINE OF SAID LOT 10, A DISTANCE OF 53.67 FEET, TO THE PERIMETER OF TRACT
GGT, AS DESCRIBED THE'SECOND MORTGAGE 110DIFICATION AGREEMENT RECORDED IN OFFICIAL RECORDS
BOOK 542, PAGE 262, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY; FLORIDA; THENCE SOUTH 05'35! 31' EAST,
ALONG THE PERIMETER OF SAID TRACT GC -1; A DISTNNCE OF 105.68 FEET; THENCE SOUTH 45'04'29' NEST, ALONG
SAID TRACT PERIMETER, A DISTANCE OF 43.15 FEET; THENCE NORTH 74' 12'31* WEST, ALONG SAID TRACT
PERIMETER A DISTANCE OF 31.16 FEET, TO A CORNER ON THE EASTERLY PERIMETER OF SAID LOT 10, AND THE
EASTERLY PERIMETER OF SAID PLAT; THENCE NORTH 01'3W 37' WEST, ALONG SAID PLAT PERIMETER, A DISTANCE
OF 129.06 FEET; TO THE POINT OF BEGINNING. CERTIFIED TO:
JAMES SAVAGE AND THERESA SAVAGE
GENERAL NOTES: KITTLE COMPANY LLC
1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY QUICKEN LOANS, LLC, ISAOA
CLIENT NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN CHICAGO TITLE INURANCE COMPANY
MADE BY THIS OFFICE UNLESS OTHERWISE NOTED.
Line #
2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A
FLOOD ZONE:
MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE
121-11CO260J
DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE
ZONE: X
CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT
EFF: 0211612012
FIRST OBTAINING APPROVAL ANDIOR UPDATES FROM NEXGEN
43.15'
SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO
(SO!AE ITEh1S IN LEGEND MAY NOT APPEAR ON DRAWING)
RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO
AIGAIRCONDITIONER P.O.B.-POINT OF BEGINNING
ADHERE TO THIS CLAUSE.
R-RADIUS(R) (P}PLAT
3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR
W'h1-WATERMETER P.O.C:POINTOFCOMMENCEMENT
GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL
O.R.B:OFFICIALRECORDS BOOK Egli -EDGE OF WATER
CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE
AL -ARC LENGTH P.B: PLAT BOOK
FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL
SQ.FT.-SQUARE FEET TOB -TOP OF BANK
RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES.
(CKALCULATED PG -PAGE
4) GRAPHIC REPRESENTATION'S MAY HAVE BEEN EXAGGERATED
AC. -ACRES OHL-OVERHEAD LINE
TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS -
DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN --------
EXCEPT AS SPECIFICALLY SHOWN.
6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL
DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM
(NAV.D.1988).
7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD
MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS
SPECIFICALLY NOTED OTHERWISE.
Line Table
Line #
Length
Direction
Li
14.00'
S40' 58' 13"W
L2
31.16'
N74' 12'19"W
L3
43.15'
S45° 04'29"W
°POINT OF
CURVATURE AT
r.l LOT 11
U�-
C/0
U
D 1/2"
ROD
DRIVEWAY
Curve Table
Curve #
Length
Radius
Delta
C1
140.37'
1878.81'
4' 16'50"
C2
81.84'
1878.81'
2' 29' 45"
S880 01'38"E
[��in
A/C
74.3'
ci
N LOT 10
0
36.1' 1
i
so
I o
m r
W
OD z
W
v ch
Lu c3i
12 N
I
12.2' 12.0'
U> m
� 50.4' �
— — — — — — —
8)CORNERS SHOWN AS'SET- ARE 98'IRON RODS IDENTIFIED
0 -I1ELL
I IRON ROD
WITH A PLASTIC CAP HARKED LS (LICENSED SURVEYOR)
D4 - VIA TER VALVE
ILEGENJ
-0,'CF -iE
€ -CFM tr;E
`Oa -PCL
I
® �TCNBASTN
® 41AINDLE
(SO!AE ITEh1S IN LEGEND MAY NOT APPEAR ON DRAWING)
XXx-TOPOGRAFNCELEVAR07
AIGAIRCONDITIONER P.O.B.-POINT OF BEGINNING
D.E: DRAINAGE EASEMENT
R-RADIUS(R) (P}PLAT
ELEV-ELEVATION >;Jt 41CHL POLE
W'h1-WATERMETER P.O.C:POINTOFCOMMENCEMENT
P.U.E.- PUBLIC UTILITY EASEMENT
O.R.B:OFFICIALRECORDS BOOK Egli -EDGE OF WATER
FF -FINISHED FLOOR
AL -ARC LENGTH P.B: PLAT BOOK
LAE. -LIMITED ACCESS EASEMENT
SQ.FT.-SQUARE FEET TOB -TOP OF BANK
LS -LICENSED SURVEYOR
(CKALCULATED PG -PAGE
L.M.E: LAKE MAINTENANCE EASEMENT
AC. -ACRES OHL-OVERHEAD LINE
LB -LICENSED BUSINESS
243.45'
I
IFOUND 112"
IRON ROD
-74.(
79.4
REMAINDER OF
SECTION 22,
TOWNSHIP 36 S,
RANGE 39 E
(NOT INCLUDED)
4' ALUMINUM RAIL FENCE
Lm 0.0' I PORTION OF
E. SECTION 22,
LAT) I I TOWNSHIP 36 S,
RANGE 39 E
r (INCLUDED)
c:)r
—DN
r
I mlo
I
0o
17
APPKIjAlwi i
M EDGE OF %N' TE
/
N880 27'50"W 193.60' /
# - NUMB:R
0 -I1ELL
— -FENCE
-ASWIT
D4 - VIA TER VALVE
± -PLUS0.417h s
-0,'CF -iE
€ -CFM tr;E
`Oa -PCL
-PAVERaQ'CK
® �TCNBASTN
® 41AINDLE
.. pr ;4yraer:r
XXx-TOPOGRAFNCELEVAR07
� 1 L2_
PROPERTY CORNE
FALLS IN WATER
FOUND 112"
IRON ROD
w
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CD
W
rs
W
m
Cn
I�
FOUND 1/2"
IRON ROD
SHEET 1 OF 1
(NIkMtPZIJKtU U.t.-UIILI IT tAJth7tfiI V.n.[-urcnn
-SURVEY NOTES:
-DRIVEVTAYCROSSES THE BOUNDARY LINE ALONG WEST
SIDE OF PROPERTY AS SHOWN.
cno ,00 wv�w ......,.l,.r���..
FIELD DATE: 05/1.9/2020
DRAWN BY: C.C.
..,.,-..�...-.. ,..., .-......_. ___._.- _ __... 08. _.. 08... _ . _.. ..___
5601 CORPORATE WAY, SUITE 103emd
WEST PALM BEACH, FL 33407
1 HEREBY CERTIFY THAT THIS SURVEY MEETS
OR EXCEEDS THE STANDARDS OF PRACTICE
SET FORTH BY THE FLORIDA BOARD OF
CLYDE 0. MCNEAL PSM 2883
THIS SURVEY IS NOT VALID WITHOUT
THE SIGNATURE AND RAISED SEAL OF A
- 08NO 0008-
ORDER N_0: 10000.89.4_64 _
REVISIONS:
NexgenSurveying.com LB#8111 I � / I7
PROFESSIONALADFLORIDA MAPPERS
CHAPTER SUR5J-1VEYORS
FLORIDA LICENSED SURVEYOR AND MAPPER
PHONE: 561.508.6272NJ
VE CODE
ADMINISTRATIVE
FAX: 561.508.6309 r ,,.�SU RV EYI N G, LLC.
PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.