HomeMy WebLinkAboutPROPOSED PLOT PLAN 4-20-18LEGAL DESCRIPTION:
The 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 #7); thence run North along said canal right of way
line a distance of 206 feet to a point; thence run West, parallel
with Russos Road, a distance of 250 feet to a point; thence run
South parallel with Canal #7, a distance of 206 feet to a point in
the North right of way line of Russos Road; thence East to a a
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 lying, situate and being in St. Lucie County,
Florida.
ABBREVIATIONS:
SET = Set 5/8' iron rebar with
yellow cap marked 'PSM 5543'
FD=Found 5/8' Iron Rebar
F.F.E.=Finished Floor Elevatior
OH —OH —OH— Over Head Wires
X—X—X = Chain Link Fence
-0-0-0-= Plastic Fence
0-0---0-= Wood Fence
I FPL Transformer Pad
PL=Value as platted
R = Radius of curve
L = Length of curve
,L= Delta of Curve
MEAS. = Measured
CONC. = Concrete
C.P.= Concrete Pad
E3= Water Meter
= Power Pole
= Utility Box
®= We I I
R.O.W. = Right of Way
fvU = Dralno9e Proposed
and Existing
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SURVEYORS NOTES:
1. Unless otherwise noted only platted easements
are shown hereon.
2. All Lot dimensions shown are per plat unless
otherwise shown,
3. No underground utilities or improvements were
located unless otherwise shown,
4. This site Iles within Flood Insurance Rate Map
Zone X Map#12111CO070J Dated 2/16/12.
5, Flood Zone shown hereon is an interpretation
by the surveyor and is provided as a courtesy.
The flood zone should be verified by a
determination agency.
6. Bearings shown hereon are based on the Center
line of Russos Road as being N9O'00'OO'E
and is assumed for computational purposes.
7. P.U.D.E. denotes Public Utilities and Drainage
Easement.
8. 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,
9. Additions or Deletions to this survey map by
other than the signing surveyor is prohibited
without written consent.
SCALE:1 a=50' Atlantic Land Designs
of the Treasure Coast, LB7468
DATE:1/2/18
754 NE Jensen Beach Blvd. Jensen Beach, FL 34957
DRAWN: MCVC Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
2017-1044 ALD5543@gmail.com (772) 3984290
DATE: REVISIONS
LAST FIELD DATE:4/17/18
rtItIed to: Lric Leonhard
rry Blue Construction Company, Inc.
FOUND RAILROAD SPIKE
SITE BENCHMARK #2 01
NAIL IN ROAD �I
ELEVATION = IU.28
ASSUMED DATUM 99gs
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SITE BENCHMARK #1
NAIL IN ROAD
ELEVATION = 10.00
ASSUMED DATUM
P;�1'II 0
l801-06/6
S
I hereby certiity that the survey shown hereon Is true and correct I
and Is based on actual measeurements taken in the field. This I
survey meets the Minimum Technical Standards of Chapter 5J-17', ep,s
Florida administrative CedDigitally signed by lames A Cesiro cbRtlerenTe
James A. PS M 5543 RECEIVED
DN cn=James A CesimJr„
o=Atlanhc land Design, ou,
Cesiro Jr. emalkAGD5543@9mltcom,c=US a APP no n41a F(
Date: 2018.04.1907,02:28-04'00' o sure op $a
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC "'c ox�D'
5T
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL ec s,unvcxe I_UG.� errrtltting
NAIL AND DISK STAMPED GCY
VVI\V. mV11UPIL11I
. i -rye--1 . .11 —
TAX PARCEL 1303-342-0012-000-1
TAX PARCEL 1303-132-0015-000-7
PROPOSED PLOT PLAN
(SUBJECT TO CONTRACTOR, HEALTH DEPT., AND BUILDING DEPT. APPROVAL)
ALL ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED DATUM
BOUNQARY / TOPOGRAPHIC SURVEY
SITE BENCHMARK #3
TRAVERSE REBAR _IN
BENCHMARK #4
VERSE REBAR
(ATION = 10.68
JMED DATUM
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