HomeMy WebLinkAboutBOUNDARY SURVEY IN lobvilrevuv WIN I toililimif 111111 LVA W Wei tkiln u I a Zug 0 0-IMA
LOCAT/ONMAP SCALE:1'=50'
cn.rosaes CURVE TABLE CHORD CHORD
LEGAL DESCRIPTION: LENGTH RADIUS DELTA LENGTH BEARING
LOT 1,BLOCK 1,AERO ACRES SUBDIVISION AS Ct 94.25' 60.00' 90°00'00" 84.85' S44°52'38"VJ WELL TO HOUSE:PROPERTY
PER PLAT THEREOF RECORDED IN PLAT BOOK 27, WELL TO E PROPERTY LINE:87.0't
PAGES 14,14A-D,PUBLIC RECORDS OF ST.LUCIE LINE TABLE WELL TO N PROPERTY LINE:177.0'3
COUNTY,FLORIDA.SUBJECT TO DECLARATION BEARING LENGTH WELL TO SEPTIC:104.0'3
OF PROTECTIVE COVENANTS,CONDITIONS,AND Li N89°52'33"E 510.T WELL TO DRAINFIELD:124.0't
RESTRICTIONS AFFECTING THE REAL PROPERTY
OF AERO ACRES SUBDIVISION AS RECORDED
APRIL 4,1989 IN OR BOOK 630,PAGE 1890 PUBLIC
RECORDS OF ST.LUCIE COUNTY,FLORIDA;THE
ARTICLES OF INCORPORATION OF AERO ACRES 65'TAXIWAY TRACT 1
PROPERTY OWNERS ASSOCIATION,INC.AS
RECORDED.APRIL 4,1989 IN OR BOOK 630 PAGE SET 1/2"IRON SET 1/2"IRON
1918 PUBLIC RECORDS OF ST.LUCIE COUNTY, ROD AND CAP ROD AND CAP N89°59'08"E FOUND 112"
FLORIDA AND THE BY-LAWS OF AERO.ACRES 209.62' 11'SWALE IRON ROD
PROPERTY OWNERS ASSOCIATION,INC.AS "NEXGEN 8111" —
——————
RECORDED APRIL 4,1989'IN OR BOOK 630,PAGE � �——— ——— —————-4--—
,
1925,PUBLIC RECORDS OF ST.LUCIE COUNTY, F /
FLORIDA.THE PROPERTY HEREIN CONVEYED
DOES NOT CONSTITUTE THE HOMESTEAD
, N / rD in o
PROPERTY OF THE GRANTOR.THE GRANTOR'S
HOMESTEAD ADDRESS IS 5007 WEST CHALK
POINT ROAD WEST RIVER,MD 20778. o d'
SURVEY NOTES: �� F
-DRIVEWAY EXTENDS THROUGH UTILITY EASEMENT ALONG
SOUTE BOUNDARY LINE AS SHOWN. !�1✓ �J�,(�\�
-DRIVEWAY
CROSSES THE BOUNDARY LINE ON SOUTHEASTERLY
SIDE OF LOT AS SHOWN.
Ln
CERTIFIED TO: Ila `(_ •'V_ � A1f'-\'1
TREASURE COAST TITLE AND ESCROW,LLC OLD REPUBLIC I LOCK i
NATIONAL TITLE INSURANCE COMPNAY DUSTIN MCGRATH 1 •�\ `
AND STEPHANIE MCGRATH BNC NATIONAL BANK,ISAOA (1)
FLOOD ZONE: -2 O
MAP NO.12111CO250J I SEPTICTANKt Ca
ZONE: X I r_ 1 J
EFF:02/16/2012 I I U GAS TANK CA)
L
LEGEND: OT N
�L V
(SOME IIEMISWLEGEND MAY NOT APPEAR ON DRAWING) � COVERED H 18706STORAGE
AICAROONWHONER P.O.B.FOWOFBEGINNING -1 I DRAINFIELD± �. i. W n mn n
WMHWATERMETER P.O.C.-PONT OF COMMENCEMENT 900' 16.3' ELL t08.]'
AL-ARCLENGTH UE.4ITLRY EASEMENT T<,23.5' 9.1' 197'
(C)CALCUTATED ORS..OFFICWL RECORDS BOOR COVERE _
89.6' LOT 2
(MWEASURED SOFT-SQUARE FEET
PS.-PLAT BOOR OB-0EED BOOIyDFOEED Z
89.6' CHIMNEY 6.1' 12.1' N 108.91 BLOCK 1
PC-PAGE DE.-0RAINAGEEASEMENT O p > 0
AC.,ACRES P.U.E:PUBLIC UTILIIYEASEMENT O I 41.4' O
R-RADIUS(R) LA.E..LWITEDACCESS EASEMENT W _COVERED A
(P).PLAT LMI E,-AKE MAINTENANCE EASEMENTcl�EOW-EDGE OF WATER OHE-0VERHEAD EASEMENT 1 0
TOB-TOP OF BANK ELEVELEVATION v
OHL-OVERHEAD LINE FFfINBHED FLOOR
CIO-CLEAN OUT LSUCENSEDSURVEYOR I
LB.LICENSED BUSINESS 1
PSM.PROFESSRMUL SURVEYOR&
MAPPER
# -NUMBER 0 -ARL - FENCE I LGH!PIXE 5.O'
-AT M -WATER VALVE * AUSOeuuvS I U.E./D.E.
LOACRETE E CBB7FRuw `n>POLE
PAYMBRICK ® -UTCHM ® Amoff (PLAT)
SW
.ADM Tf PIREmmw 0 -1OPoCR4PR28fVAw is
u SET 1/2"IRON
FIELD DATE:05/25/2021 ROD AND CAP
DRAWN BY;-C.S.�.__- .S. NEXGEN 8111"
ORDER N0:100013�.__6471_ _ � _
REVISIONS: — I 1 -1
PAGE 1 OF 1 I �''•
20.0' o
�-7 4 U.E./D.E. 2
/ L--- (PLAT) - CUL-DE•SAC
�fj Jjj ---- L1(P)
SURVEYING,LLC. FOUND5/8"__'o_ S89°52'33"W_ BASIS_OF_F_OUND_5/8" RADIUS ASPHALT ROADWAY
5601 CORPORATE WAY,SUITE 103 rRON ROD �gq, -- BEARINGS IRON ROD POINT 0'RIGHT-OF•WAY
WEST PALM BEACH,FL 33407 I 1 AND CAP AND CAP V MACH
NEXGENSURVEYING.COM I \ \ ONE DRIVEPOINTOF
PHONE:561.508.6272 I I CURVATURE
FAX:561.508.6309 (INGRESSIEGRESS FOUND NAIL
LB 8171 15 LOT 12 d U.E.D.E.) AND DISC
I HEREBY CERTIFY THAT THIS SURVEY MEETS OR I BLOCK 1
ic
EXCEEDS THE STANDARDS OF ��I 2s
PRACTICE SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS PER CHAPTER 5J-17,
FLORIDA ADMINISTRATWE CODE,
PURSUANT TO SECTION 472.027,FLORIDA
STATUTES. GENERALNOTES:
1)THIS SURVEY IS BASED UPON RECORD NFORMATION BY CLIENT.NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BYTHIS OFFICE UNLESS OTHERWISE NOTED.
2)IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF MORTGAGE TRANSACTION,ITS SCOPE IS LIMITED TO THE DETERMINATION OF TIRE DEFICIENCIES.NO FUTURE CONSTRUCTION SHALL BE
THES 'APPEARIN00N THI$ UMENT BASED UPON THIS SURVEY WITHOUT FIRST OBTA14ING APPROVAL ANDIOR UPDATES FROM NEXGEN SURVEYING.U.C.NEXGEN SURVEYING,LLC,ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM
WAS AUTHORIZED BYE' FAILURE TO ADHERE TO THIS CLAUSE.
1 -A D 3)ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY,FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OFFENCE.THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES
C YQ,E O-M AL 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 POSMONS.
�'\.PSM•2$pq ! 5)UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT ASSPECIFrALY SHOWN.
05251/202P 0 ELEVATIONS ARE BASED UPON NA71ONAL GEODETIC VERTICAL DATUM(N.GVD.1929)OR NORTH AMERICAN VERTICAL DANAHNAVA 1988).
?y,N
7)ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECffN:ALLY NOTED OTHERWISE
e. .. B)CORNERS SHOWN AS'SET'ARE 5V IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS(LICENSED SURVEYOR)