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LEGAL DESCRIPTION (�
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Thor folfofollow"real Property situate in County of SLlixie and Stere d Florida,described as formas: •,r'3dsS�Y�;• +I \ \r
A parlod r Settlor 9,Township 37 South,Range 41 Eur slaas
being a part of them IOuthed in \ �,O
011itlal Records look 272,pop 3146,Public Records of SL Lucia County Florida:sold portion being "s tom. �.s ,�� � May, vw..� A¢•I.
mom pwoo,, ly deealbed as follows:mmmenn at the Point or Intersection or the emisrly right F"v"'w•~'�
of way IM of the Florida!rt Coag Railway and the Ca t"no of Old Oepot Rad:Bald Point beinv tt,r.r ) 11 4vwv/•i a 11 s/eA Ar-A
the Point of Curvature of a Qrve Concave to the Eat laving a central anglo of 3 dogmas 4449' � T , aa,ltl•' - t' Q6lSSJ6 S
and a radia of 2114.93 het;Uwnce Northerly along eetd right of way Ila being on the arc of saw J.,. 3 t l %in
arw a diorama SM.07 feet to the and or sed Curve and the Pointer 11"In";thence VOWnue �` .as'bgY u• ` ,
along said tight of way ua an a(tearing of North 2S degrees S70V coat a distance of 104.51 rest: 1y ,t�.•'.f��r,s�.c�,T ,.�c
thetics,North//degree 31VS!art a tlMance of 805 fast mom or leas to the waters of the Indian er^"'•• ,� ;ear'
water to a Point:sold Poird being on a bearing of North 66 `; t+• . ir• }'' J� f1
M 45 • the Poles mf lsglmatp;tlana South 66 degeee 08'4S Wet a dYtence
Too, . L.
dq1 0 art nen or teas to of legkmal9,189,however,the right of way for Indian R ver
DrNe. C M. aNyrtS L. t. R
1 cow , dits� L--
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LOCATION MAP
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res oro rims tar Sys or avomn a t torn•sods[rmaat e n era•w to r rut iso twatm sN (aeevea" h a.
N.w KUMW'w"�a qct i CR alAlen"[ a ¢'rasa Kt�'ot i gl"�'Ye a"otam" wTdK amttlC KtMK cow rmt� Nt'®'0�/al"10 M ma No i�Y R 4wPMw cafauCtal Ltpl[nt �D
as Nq4 a comsm watWtt a L Orale fA1R / ql rr[ "a o "D WntGMn rt M.v twM11R ore aee01L cow[ We f01 v wM
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lb aet[v/la M ' 110 ttlK i race If ertni 1 IS Url1_NMM—, W a'tt[l rR illi
_ amwKw Ise raft w eeriest alarV.aA aa_, MNlelr ae[a era acorn a arwta 4aw"i
y atyt� � w 4 t Nor^ " in da Fed", ti ulvewtar,v c.�rwt n.n a Mia a m ra rs'�s fearsi a wsw uto�'twaw.ot Cn a R.nCiwa� awt vl�a 1
e"teI all" wrwli Rei PO a1M IW�Ia WMIIt e. MIFa-"Ka ILK.a 1W�a1 r raerl,n uR V/ fatYll to waw a"M,
uaorrc Kat tilt tvatvon mon aoweeaer n era wet wtta+ac iwn rpaat rpt Iwo al aausaw eo.tmota":su �n "`ow rwu res
eurnaw rine to Loa v aawaee � "are "re rtr ivwsratt anaarc ewKen t.eo rt °°e usv.aa aw scows rat wtvtta S.J.8.
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1. PROPERTY ADDRESS:13017 S INDIAN RIVER DRIVE NOT VAUD WITHOUT THE SIGNATURE AND THE NOTES: Date of fide avrvey.
!/4/03 S.J..B.
2. CERTIFIED T0: DAWN o'GRADY COMMONWEALTH ORIGINAL RAISED SEAL OF A FLORIDA LICENSED t, Survey o/"hereon as furnished ra ted f.
2. lords shown hereon were not ed by Clic for soeanrents and/Cur OaR
SURVEYOR AND MAPPER. rights-orf-way of record. 8/27/03
LAND TITLE INSURANCE COMPANY 17.All hegtHyys we raferanced to the south Has or the sub/ect proparly seals
THOMAS A.FOIST,ESQ. STEPHEN J. BROWN INC, desatbod a3 66roe•43"W.and s olhar;an relepre thereto. �"a 50'
4. Erewotlone shown hereon are relative to North AmerlCan Venial Jco Ito•
Datumof3988 . and are based an bench mark. 1444-67-01
5. There ore no above ground encroachments•unless otherwise shown. SSIT
6. The National Flood insurance Promrom designation as indicated on ONE
the F.E.M.A.Map No. 12111(03131 doled 02/16/12 ,
locates the parcel in Zone , boss flood elevation WiA fast;
STEPHEN J.EIROYM, PROFESS( AL SURYgXal AMAPPER sub10 1 to any scaling and kiterporation factors oeso-*ted with
.
REGISTRATION NO. 404ST FLINT A mapping of this accuracy.
7. Underground foundations k utilities not located unless shown.
°f ONE srttus
JIM REISNER ELCTRIC, LLC �
4886 SW HONEY TERRACE
PALM CITY, FL 34990 FILE COOdvi
EC-0002442
772-260-0732 /
���Cv✓/2 7��` �2 KtlL�
CONCRETE PAD FOR 38 KW GENERAC GENERATORS
SIZE: 4Q"X 80"X 6" with 4" steel mesh & 5000 Ib. Ready Mix concrete.
GENERATOR: 1235 LBS
42"X 80"X 6" = .432 CU YARDS X 4000 Ib. (weight of 1 cu. Yd. concrete according
to the Mineral Information Institute.
The proposed slab will weigh approximately 1730 lbs. + 1235 lbs. (generator) _
2965 lbs. approximate.
X" x 13/" T apron fasteners X 6 (3 on ea. Side) X 900 lbs. rating ea. = 5400 lbs.
No realistic uplift load.
Side Profile Dimensions of the Generator= 46.1" H X 76.8" L= 24.6 sq/ft of Wind
Facing Profile.
2965 lbs. (offset weight) / 24.6 sq/ft (wind facing profile) = 120.53 lbs. per sq/ft of
horizontal imposed load offset capability. DECEIVED
This Pad is adequate for this Generator.
JUN 072018
ST. Lucie County, Permitting
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