HomeMy WebLinkAboutSURVEYI 1 g ;.
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LOCA7101V MAP
t£GAL OE50iFRON
?rom the iatsrsacticn or the nest Line of a SO toot [igat-of-wey
for 3atcher streac with. a South line of a ZS £cat r qnt-of-wap
tar upasi Avenue. M both are recurded ie Pint Book 10, Page
-i' the Public Retards of St. :.neia County for ddr. run aortb 01'
:5 ; rest aloaq the west line of satener Street i17,14 feet to
tam poldt of BagLnningi -matt continue North ) 0B' East
14e.15 tests thence run South 39, 43' Want ..99..i feet; eh.aco
run South 0' 41' 13" Kest .46.=' :eats thanoo run North 89"33'
East Z91.43 °eat to the point of bsginalagf containing 1.00
acres: this being a part of the follawLng: yba .test 111 of Sae
West i/Z of the Aoutboast Quarter of tan Narthwest 1/4
of section 29, Own -hip 15 South, Range 40 East,
Parcal 11-A: Begin at the NortAwoet corner of the Noat 1/2 04
'the southeast 1/4 Of 110 NRrthwast 1/4 of Sect on 29, Towaship
iy South Range 4c rase thence tva South 412 feet to a point of
beganalagi thence continue South 145.75 eant to a ?dint thence
..ura and run Cast 300 Paet Mora ar lase to a point oa the "test
right of way lane of Katcher Street, as shown on Platrecorded
o plat Sauk 10, page ., of the Public Records Of St. Louis
'runty, plorida: tkaaca turn and run Worth 41049 the Neat
right-of-way line of Batchar .Street 145.7' foot to a point:
.hence turn and run West 300 feet mars ar leas to -no Point oe
teginnang.
'arcei It -a: The 9eutb 1.00 Last of the 'forth 472 feat of the
,coat -40 Last of the Bast 159 east of the Neat 1/2 of the Best
''c of 'the Not i/4 of Sect;" 29, 7owaship 33 South, Range :u
Bast.
A.X.A.
A11 of the above perceis are also known as
'Caessoce at toe latarsection of the',test 'As of a 90.00 feet
right o•-+ay for Natch0v Street with "he South line Of a 25.00
feet rig4t-gi way fur Spam Aveauo as Soch.. are racarded in Plat
bane 10, page ", of the Public Records of at Luaao County,
Florida,; thouco rna Ycr%A 01'05 00 Csst, along the West Lino of
BZ",NVI Stress a distance of 51 4 :sac toe the pasNr 0f
� d Nadt
along *aid B o sae 1
SBQ«NiS1N0s thence coM Mae met; n 7 0 9
lino a distance of 3923$ eat: heuu cua south i9 Wee*
.s distance. of 40.04 ae ..netts a 30+,t 01°03'tt0 Roe
dastamae of 140 03'fast theace as South 99 1pp 2$ 4esc a
-ataeanae _y£ }59.37 :u ea, to a peact .tea =ha wist'x.'2iaa cY the
'nest ;2 of .be southeast 1,'Z of ^_.x'a 9ortn'4ast Lrs 01 sec -ion
29 Tasnob-ip 30 south Range 40 East. St. Lucas County,. rlorida,
rant is 472.00 feat sau.h of the uortbwaotoarahr of said Neat
,2; thence run South 30142 13"hest along said Wass 'no a
distance of 291.94 feet: tAenor rue Aortb 39'44'2S' art. a
distance of 191,36 fast to tbo POINT OF ==NNYN0, All 1Tiag and
bolds in Ssetloa 29, Township 25 South, Range 40 East, at. Lucie
County, Florida.
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PROPERTY LOCATED WITHIN FLOOD ZONE: "x"
COMMUNITY - PANEL NUMBER - 120285 0186 F
PROPERTY STREET ADDRESS: 3271HATCH Rs.
FT Pi', KCr, Fl.
CERTIFIED TO, CHARLESC & ZULLYC HAYNES,
HOMECOMINGS FINANCIAL NETWORK, INC.,
11-5 SUCC£SSORSANO/ORASSIGNS,-
FIRSTAMERICAN TITL£lNSURANCF r011PANY
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RECEIVED
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JUL S 0 2018
ST. Lucie County, Permitting
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SURVEYOR'S NOTES
L - SURVEY Of DESCRIPTION AS FURNISHED B`t UIENT, UNLESS OTHERWISE NOTED_
2. - ;ANDS SHOWN HEREON WERE NOT ABSTW-IfED FOR EASEMENTS, BUILDING SE T-BACKS
AND/OR RIGHTS -OF -WAY OF RECORC 0` A ;:"'RIGHT LANE) SURVEYING INC.
LEGEND
3. -
ALL BEARINGS ARE REFERENCED TC INS' 4 OF RECORD
AS SHOWN HEREON, UNLESS OTHER'WiSE NOTED. -
(P) - DENOTES DISTANCE, ANGLf OR BEARING
BY FURNISHED DESCRIPTION
P.O.C. - POINT OF COMMENCEMENT
(F) - DENOTES MEASURED DISTANCE, ANGLE
OR BEARING
ROB, - POINT OF BEGINNING 4. -
ELEVATIONS SHOWN HEREONARE REL0.TIVETO NATIONAI 6E000iC
(C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING
ENC - ENCROACHMENT
VERTICAL DATUM OF 1929, SEE SURVEY FOR REFERENCE BENCH MARK,
COV'D - COVERED
APPROX - APPROXIMATE
UNLESS OTHERWISE NOTED.
C,BS. - CONCRETE BLOCK STRUCTURE
SET I.B. - SET 5/8- IRON BAR L CAP s 4459 N.B W. - NAIL $ WASHER 5, -
THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED.
W/F - WOOD FRAME
FNO. - FOUND
N.B TT - NAIL Y,'CIN TAB
CONC. - CONCRETE
I.P. - IRON PIPE
M.H. - MANHOLE
SYMBOLS
ALUM. - ALUMINIUM
C.M. - CONCRETE MONUMENT
C.B. - CATCH BASIN
P.P. - POWER POLE
LB: - IRON BAR
P.R M. - PERMANENT REFERENCE MONUMENT o - DELTA / CENTRAL ANGLE
OHW - OVERHEAD WIRE
P.K. - P.K. NAIL
P.C.P. - PERMANENT CONTROL POINT
( - CENTERLINE
T.O.B. - TOP OF BANK
R.R.S. - RAILROAD SPIKE
R/W - RIGHT-OF-WAY
--(a DRAINAGE FLOW
F.M. - FIRE HYDRANT
BRK - BROKEN
S B T -SOUTHERN BELL TELEPHONE
X -E)USTING ELEVATION
L.P. - LIGHT POLE
DIST - DISTURBED
TYP - TYPICAL
IL PROPERTY LINE.
ELEV - ELEVATION
E P - EDGE OF PAVEMENT
A/C - AIR CONDITIONER
M
_-[--
EQUIP - EQUIPMENT
SURVEYOR'S CERTIFICATE
WE HEREBY CERTIFY THAT THE BOUNDARY SURVEY AS SHOWN HEREON iS
TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS
SURVEYED UNDER OUR DIRECTION, WE FURTHER CERTIFY THAT IT MEETS
THE MINIMUM TECHNICAL STANDARDS UNDER RULE 611317 - 6 FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA
STATUTES,
NOT VALID, UNLESS
SEALED WITH AN EMBOSSED SURVEYOR'S SEAL.
ACCURIGHT LAND SURVEYING, INC.
EARLE R. STARKEY - PROFES510MAL LANU bUNVLI UK
REGISTRATION. No. 4459 - STATE OF FLORIDA
DRAWN
WGH
,.x.w CHECKED
ER.S.
FIE1D OaTf
12110,11999
SCALE
7 40.00'
JOB NO
400-121-01
SHEET'
OF ONE SHVET9
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