HomeMy WebLinkAboutDrawing BOUN[DAFRY SURVEY
LEGAL DESCRIPTION: ABBREVIATIONS: SURVEYORS NOTES:
(Supplied by Client) SET '= Set 5/8' iroe r bar With 1. Unless otheryfise noted only platted easements
All of Lot 1 and a portion of Lot yelloly cop marked P5� 5543'
P are sholyn hereon.
of Block 34 of River Pork, unit F.FFound 5/8' Iron Rebar 2, All Lot dimensions sholyn ore per plat unless
Four, according to the Plot F.F.E.=Finished Floor Elevation
thereof, as recorded in Plat Book OH--OH—OH-= Over Head Wires otherlyise sholyn.
11, Page 9, Public Records of St. X—X—X-= Chain Link Fence 3. No underground utilities or improvements Were
Lucie County, Florida, being more -Cl- .= Plastic Fence located unless otherlyise sholyn.
particularly described as follo*s: 0-0-0-=food Fence 4. This site lies Within Flood Insurance Rote Mop
Begin ot. the most Easterly corner Q= FPL Transformer Pad Zone X flap# 12111CO280J Doted: 2/16/12
of Lot 1; thence run N 64 degrees PL=Value as platted 5. Flood Zone shown hereon is an interpretation
30'00'West along the , adistancNortheosterR = Radius of curve
boundary of sola Lot 1, o distance by the surveyor and is provided as a courtesy.
L = Length of curve
of 116.31 feet to the Point of The flood zone should be verified by a
Curvature of a curve to the lett DelV of Curve determination agency.
havingo radius of 25 feet; thence EAS. = Measured
6. Bearings shotyn hereon are based on the Center
run curve t he l the arc of CONC. C Concrete
� v 9 C.P.= Concfete Pad line of NARANJA AVENUE as being N 64'30'00' W
sold curve to the left o said M according to the Plot described hereon.
distance of 36.66 feet through o B3=dater eter 9
central angle of 84 degrees 01' 18 = Polyer Pole 7. P.U.D.E. denotes Public Utilities and Drainage
to a point of reverse curvature a= Utility Box Easement.
With o curve to the right having a ®=Well 8. The accuracy of this survey is premised on the
radius of 215.03 feet, thence expected use of the survey. The expected use
R.O. . = Right of yyoy
South*esterly along the orc of soi /
curve to the right, being along th purpose of this survey is mortgage financing.
North*esterly boundary of said Lot Accuracy = 1 foot in 7;500 feet or better.
1 and 2, a distonce of 81.56 feet 9. Additions or Deletions to this su map by
through a central angle of 21 other than the signing surveyor islibited
degrees 43'56' to a point; thence Without Written consent.
run S 36 degrees 47'22' East radia
to the lost mentioned curve, o
distonce of 140 feet to a point on
a curve having a radius of 355.03
feet and being concentric With the -
lost mentioned curve; thence run
North*esterly along the arc of sai
Curve to the left being along the
Southeasterly boundary of said Lot
1 and 2, a distance of 171.71 feel
through o central angle of 27 \
degrees 42'38' to the Point of
Beginning. Y
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66. ��lyb✓\ q�NUF
�QJ ti P O� LOT 1 BLOCK 34•
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LOT 21 BLOCK 34
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REMAINDER
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6u1}PIfuJad'A4110D aunt.� 2 BLOCK 34 'oo• a \\
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LOT 20 BLOCK 34
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LOT 19 BLOCK 34
438-SE TRANQUILLA AVENUE Certified to: Mossirrifliano.Baiardi and Gerlinee Baiardi
Atlantic Land Designs Goldy�ater Bank, N.A., I.S.suran
SCALE:1"=40' 9 All Parker BroWn Title Insurance Agency
DATE.9/18/16 of the Treasure Coast, LB7468 Old Republic National Title Insurance Company
754 fE Jensen Beach Blvd. Jensen Beach,FL 34957 1 hereby certify that the survey sho*n hereon is true and correct
DRAWN: AWP Mailing Address: and is based on actual measeurements token in the lield. This
P.O.Box 1421 Jensen Beach,FL 34958 survey meets the Vinimn Technical Standards of Chapter 5.1-17,, cer,
2016-0779 ALD5543@gmail.com (772)398-3290 Florida administrative eodtjgitally signed by James A Cesiro cE°ttr c'>eo
James A. PSM 5543
DATE REVISIONS DN:cn,lames A.Cesim Jr.,
o=Atlantic Land Design,ou,
email=ALD5543@gmail.com,c=US
Cesiro Jr.
Date:2016A9.190736:17-04'00' c sratEor
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC 'cyf eLos,o�a>��
LAST FIELD DATE:9/16/16 SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL Sn0.VEYa