HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEYLEGAL DESCRIPTION:
'file Southeast one -quarter of the Southwest one -quarter of
Section 3, Township 34 South, Range 39 East, EXCEPTING
THEREFROM, the West 330 feet thereof and further excepting a
parcel situate in the Southeast corner and described as follows:
Beginning at a point which is 25 feet North and 50 feet West of
the Southeast corner of the SW 1/4 of Section 3, Township 34
South, Range 39 East (which is the point of intersection of the
North right of way line of Russos Road and the West right of way
line of Canal It7); thence run North along said canal right of way
line a distance of 206 feet ton point; thence run West, parallel
with Russos Road, a distance ot250 feet to a point; thence run
South parallel with Canal 0, a distance of 2I16 feet to a point in
the North right of way line of Russos Road; thence Fast to a II
point of beginning and less canal right of way, as recorded in
Chancellor Order Book 3, Page 293 and less the Russos Road
right of way, as recorded in Commissioners Minute Book 4, Page
410; said land hying, situate and being in St. Lucie County,
Florida.
nUUI\LYIn11
SET = Set 5/8" iron rebor With
yellow cap marked "PSM 5543"
FD=F'ound 5/8" Iron Rebar
F.F.E.=Finished Floor Elevalio
OH--OH--OH-= Over Head wires
X--X--X-= Chain Link Fence
-�-o-a= Plastic Fence
0--0--0-= wood Fence
V= FPL Transformer Pod
PL=Volue as platted
R = Radius of curve
L = Length of curve
Delp of Curve
EAS. = Measured
CONC. = Concrete
C.P.= Conc('ele Pod
® = water Meter
I= Power Pole
= Utility Box
®= Well
R.O.W. = Right of way
-nvU = Drainage Proposed
URVEYORS NOTES:
Unless otherwise noted only platted easements
are shown hereon.
. All Lot dimensions shown ore per plat unless
otherwise shown.
No underground utilities or improvements Were
located unless otherwise shown.
This site lies Within Flood Insurance Rote Map
Zone X Vop#12111CO070J Doted 2/16/12.
Flood Zone shown hereon is on interpretation
by the surveyor and is provided as a courtesy.
The flood zone should be verified by a
determination agency.
Bearings shown hereon are based on the Center
line of Russos Road as being N90'00'00"E
and is assumed for computational purposes.
P.U.D.E. denotes Public Utilities and Drainage
Easement.
The accuracy of this survey is premised on the
expected use of the survey. The expected use /
purpose of this survey is home construction.
Accuracy = 1 foot in 7,500 feet or better.
. Additions or Deletions to this survey map by
other than the signing surveyor is prohibited
Without Written consent.
9710 Russos Road
SCALE: 1"=50' Atlantic Land Designs
of the Treasure Coast, L87468
DATE: 1 /2/18 754 K Jensen Beach Blvd. Jensen Beach. FL 34957
DRAWN: MC\JC Mailing Address:
P.O. Box 1421 Jensen Beach, FL'34958
2017-1044 ALD5543@gmail.coni (772) 398-4290
DATE: REVISIONS
4 18 I8 FOR BOARD TIE IN
LAST FIELD DATE:4/17/18
Certified to: Eric Leonhard
Harry Blue Construction Company, Inc
I hereby certify that the survey shown hereon is true and correct
and is based on actual meoseur events taken in the field. This
survey meets the Vinimum Technical Standards of Chapter 5J-17 ,
Florida administrative cnde. 'µ, v,l 141
James A. „L•111y „9rd fly LHlu,A (L•,nu
I,. PSM 5$43
ON n , n.J.nno, A. (.r,il,l h..
la 6mdlA,i....
Cesi r0 J rY • ONo 201h.04.191179d1Hllrkl'all'1S
P� v'n lu ul
y NOT VALID WITHOUT AN AUTHENTICATED ELECTRONICy,,
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL 'snuvc.
fT�
SITE BENCHMARK #2
NAIL IN ROAD
ELEVATION = 10.28
ASSUMED DATUM 9aak�
I
ad
9�
SITE BENCHMARK #1
NAIL IN ROAD
ELEVATION = 10.00
ASSUMED DATUM
0
1
FOUND NAIL AND DISK STAMPED GCY
l.UNL. MUrIUMtIN 1
TAX PARCEL 1303-132-0015-000-7
FILE COPY
SURVEY
_ECOPY,
SITE BENCHMARK #4
TRAVERSE REBAR
ELEVATION = 10,68
ASSUMED DATUM
0
D
RL-
FILE COPY
N