HomeMy WebLinkAboutBOUNDARY SURVEYN&D Gym 16 SCX WEB r • -
PCP 3490 (OCCUPIED)
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Il1NG HARBOR FSAVINGS BANK
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1469'23' "E �7 _
175.00 '.
OF BEGINNING
ER WITH PARCEL
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FND, IR&CN A ' CURVE CE MAL ANGLE
L916.325R _ CURVE RADIUS
. CURVE LFNDM
GOLF COURSE 175.33 0.22' )
'TRACK
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DESCRIPTION ORB 28. PAGE 2329
:PLAT
FND . FOUND
Lot 15, Parcel S..Reserve Crack, according to the Plot thereof."recorded-in-P4o"cLok 24.
gUS
EASDJ
L� - µ6� s Ea �T
OR
Pages 21 and 21A, of the Public Recordoof St. Lucie County, Florida, together with the
Ise-RM=.
following described parcel:
FPaL— FLORIDA POM AND UGHT
ETAL PIPE
Begin at the Southwest comer of Lot 15. Parcel 5, of the Plot of Reserve Creek as
N&D - NAIL AND D=
recorded in Plot Book 24, Pogeq 21 and 21A of the Public Records of St. Lucie County,
pyg,. PROFESSIONAL LAND SURVEYOR
Florida, said corner also being on the Southerly perimeter of said Plot; thence North 89
Is • UCENSm Be5rt M
degrees 23 minutes 47 seconds East, along said Southerly perimeter, a. distance of 175.00
feet the' comer Lot.15. Southeast comer also being the Southeast
PAL _ PLAT BOON
Pc . PWNLGF.OaRVANRE
to -Southeast of void said
comer of said Plat; thence South 00 degrees 29 minutes 22 -seconds West, along a
PT • PONT OF TANGENCY
Southerly prolongation of the East line of sold Lot 15, said Southerly, prolongation also being
R/W . lum-DF WAY
the perimeter of Tract GC-1 as described in the 'Second Modification Agreement' recorded
a - WAIM �
in 0t}Tctoi Records Book 542. Page 26Z of the Public Records of St. Lucie County, Florida,
D.E. _ DRAINAGE EASOAENT
a distance of 63.79 feet; thence North 82 degrees 59 minutes 10 seconds West, along sold
u•E• - Uilu1Y EASEMET•Ir
tract perlmeter.o distance of 175.33 feet do n Southerly prolongation of the 'West line of
O . SET p:R e: CAP SM
0
sold, Lot 15, thence North 00 degrees 35 minutes 13 seconds West along said Southerly
and the of sold Tract GC-1, a distance of 40.54 feet to the Point of
. CA= Box
* - LAMP POSE
Prolongation perimeter
Beginning.
0 .4'x4' FM WOM sox
SURVEY NOTES
•
' u:
.�, ParHo-ye
1. This survey is not valid without o signature and original embossed seal of a Florida -
s POE
-VWD
c; - GUY WARE
Profeaslanci Land Surveyor.
OM O- CONCRETE
2. Description provided by client and/or their agent.
•-x— • 4' OHAIN UNx FENCE LINE
3. The last date of. field work woe October 10. 2002 (Book 02.39/64).
LYE - LANE YADMANCE: EASEMENT
4. Underground Improvements and foundations were not located as part of this survey.
IRec - IRON ROD & CAP
MIN - MINIMUM
5 'Bearings shown hereon are. based an the North line of Lot 15 bearing North
` GROUND ElVA119N
89.23'47" East, par plat and as monumented. All bearings are relative thereto.
�% NANhae
- sANrtARY
roPeety. Ilya_.^exam.lf..P.atFlvnd_Mop.14it1CO2ZR F. dated HL'9�4L - ----•-
.;Pr' ft
LANDS SHOWN HEREON WE HOT ADSMACITM FOR RIDNT OF WAYS,
SEIBACRS, ACREEfIE M MOM WOWS FaWS OF RECORD. SUCH
o�E�A10.06NIF M MAW1REE VWAFIBE �CA1IOFIII
AND CWWW By 8
4
,lLJ0D�pp4
LOCATION BOUNDARY Sl'�:.'.
FOR PARCEL 111149 PREPARED FOR
10n0/02 LUMAR BUILDERS, INC.
REF. JOB N0. LAVENTURE & ASSOCIATES,' INC.
PROFESSIONAL SURVEYING AND MAPPING
Port St.
LuciePortStLucie,
oridp34962
LB 7058 772) 39s-6430 Phone 7721 39B-842s Fa
DATE
DRAWINGNO.
01.0162-1
11/02/01
•01.01B2-11ot1B
F...PG.
;DRAWN
SCALE
SHEET N0.iB96•SE
Ot-15/15
1"=40'
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