HomeMy WebLinkAboutAPPROVED Savage-marked-surveyLOCAT/ON MAP N
NorrosCACE SCALE =1"=30'
I C(-'AI nGQr`DIDT1r)M-
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
PLAT BOOK 24, PAGES 21 AND 21A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID CORNER ALSO
BEING ON THE EASTERLY PERIMETER OF SAID PLAT; THENCE SOUTH 88' Ot' 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
GC-1, AS DESCRIBED THE "SECOND MORTGAGE MODIFICATION 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 DISTANCE 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' 30' 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: KTITLE 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.
2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A
MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE
DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE
CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT
FIRST OBTAINING APPROVAL ANDIOR UPDATES FROM NEXGEN
SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO
RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO
ADHERE TO THIS CLAUSE.
3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR
GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL
CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE
FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL
RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES.
4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED
TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS -
DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED
EXCEPT AS SPECIFICALLY SHOWN.
6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL
DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.1988).
7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD
MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS
SPECIFICALLY NOTED OTHERWISE. I FOUND 112"
8) CORNERS SHOWN AS "SET" ARE 518' IRON RODS IDENTIFIED IRON ROD
WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR)
LEGEN
(SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING)
D.E.-DRAINAGE EASEMENT R-RADIUS(R) (P)-PLAT ELEV-ELEVATION -LIGHT POLE
P.U.E.- PUBLIC UTILITY EASEMENT O.R.B.-OFFICIAL RECORDS BOOK EOW-EDGE OF WATER FF-FINISHED FLOOR
L.A.E.-LIMITED ACCESS EASEMENT SQ.FT: SQUARE FEET TOB-TOP OF BANK LS-LICENSED SURVEYOR
L.M.E.-LAKE MAINTENANCE EASEMENT AC. -ACRES OHL-OVERHEAD LINE LB -LICENSED BUSINESS
O.H.E-OVERHEAD EASEMENT DB-DEED BOOK(D)-DEED CIO -CLEAN OUT PSM-PROFESSIONAL SURVEYOR & MAPPER
POINT OF
CURVATURE AT
LOT 11
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�-UTILITY
C/Oi
AIC-AIR CONDITIONER
P.O.B: POINT OF BEGINNING
WM-WATER METER
P.O.C.-POINT OF COMMENCEMENT
AL -ARC LENGTH
P.B.-PLAT BOOK
(C)-CALCULATED
PG -PAGE
(M)-MEASURED
U.E.-UTILITY EASEMENT
ZONE: X V
EFF: 02116/2012
Line Table
Line #
Length
Direction
L1
14.00'
S40° 58' 13"W
L2
31.16'
N74° 12' 19"W
1_3
43.15'
S45° 04' 29"W
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4'
DRIVEWAY
Curve Table
Curve #
Length
Radius
Delta
C1
140.37'
1878.81'
4' 1650"
C2
81.84'
1878,81'
2° 29' 45"
74.3'
m
N LOT 10
36.1'
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XV -TOPOGRAPHIC ELEVATION
REMAINDER OF
SECTION 22,
TOWNSHIP 36 S,
RANGE 39 E
(NOT INCLUDED)
LI FOUND 1/2"
IRON ROD FOUND 1/2"
" IRON ROD
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112.3'
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10.0' �I
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(PLAT)
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EDGE OF WATER o
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PORTION OF
SECTION 22,
TOWNSHIP 36 S,
RANGE 39 E
(INCLUDED)
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FOUND 1/2"
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L2
PROPERTY CORNER
SHEET 1OFI
SURVEY NOTES:
','EST
FIELD DATE: 05/1912020
DAWN BY: C.C.
R
�'
`
I HEREBY CERTIFY THAT THIS SURVEY MEETS
CLYDE 0. MCNEAL PSM 2883
-DRIVE�YAY CROSSES THE BOUNDARY LINE ALONG
SIDE OF PROPERTY AS SHOWN
ORDER NO: 1000089464
5601 CORPORATE WAY, SUITE 103 :_
WEST PALM BEACH, FL 33407
OR EXCEEDS THE STANDARDS OF PRACTICE
SET FORTH BY THE FLORIDA BOARD OF
THIS SURVEY IS NOT VALID WITHOUT
THE SIGNATURE AND RAISED SEAL OF A
REVISIONS:
1t
NexgenSurveying.com
LB#8111
I I
X�Q
PROFESSIONAL SURVEYORS AND MAPPERS
PER CHAPTER 5J-17, FLORIDA
FLORIDA LICENSED SURVEYOR AND MAPPER
PHONE: 561.508.6272 y
FAX: 561.508.6309 �
� -ASURVEYING, LLC.
ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.