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')'KETCH OF LEGA'
<br />(NOT A SU
<br />Report of Survey. (Project # 0578—
<br />* TYPE OF SURVEY- SKETCH OF DESCRIPTION -
<br />* THIS SURVEY PERFORMED BY;
<br />SG` iULKE; BITTLE & STODDARD, INC, LB, dba MERIDIAN i
<br />N RIVER BOULEVARD, SUITE 201, VERO BEAW, FLORIDA
<br />24, TOWNSHIP 33
<br />BEGINNING AT A POINT ON -THE -EAST RIGHT OF WAY LINE OF 12TH AVENUE, (39 RIGHT OF WAY), SAID POINT
<br />ALSO BEING THE NORTHWEST CORNER OF THE SERENOA PHASE I SUBDIVISION, AS RECORDED IN PLAT
<br />BOOK 21, PAGE 18, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. THENCE RUN N 00°19'21"E (BASIS
<br />OF BEARINGS) ALONG THE SAID EAST RIGHT OF WAY LINE OF 12TH AVENUE, A DISTANCE OF 872.36 FEET TO
<br />A POINT ON THE SOUTH RIGHT OF WAY OF THE INDIAN RIVER FARMS WATER CONTROL DISTRICT SOUTH
<br />RELIEF CANAL (250' RIGHT OF WAY); THENCE RUN N 74*21'27"E ALONG SAID SOUTH RIGHT OF WAY LINE OF
<br />THE SOUTH RELIEF CANAL, A DISTANCE OF 1166.74 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF
<br />THE INDIAN RIVER FARMS WATER CONTROL DISTRICT LATERAL '7 CANAL (160' RIGHT OF WAY); THENCE RUt
<br />8 17*51*16"E ALONG SAID WEST RIGHT OF WAY LINE OF LATERAL -J-, A DISTANCE OF 2915.94 FEET TO A
<br />POINT ON THE NORTH RIGHT OF WAY LINE OF 5TH STREET S.W. (REBEL ROAD - 80' RIGHT OF WAY): THENCE
<br />TO THE SOUTHEAST
<br />N 00'3-4'021E, A DISTANCE OF 47,42 FEET; THENCE RUN S
<br />- ---- - urmz yr P% uumvrz uuNuAvt I U I III: NORTHWEST HAVING A RADIUS OF
<br />275.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
<br />108-31-29', AN ARC DISTANCE OF 520.87 FEET TO A POINT OF TANGENCY AND A PnINT W9=Prw&i7rr-P
<br />OF 544.32 FEET TO A POINT OF
<br />NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35427-47", AN ARC
<br />DISTANCE OF 798.44 FEET TO A POINT ON A NON -TANGENT CURVE, THE RADIUS OF WHICH BEARS N
<br />61'59'46"W, A DISTANCE OF 375.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE
<br />THROUGH_A CENTRAL ANGLE OF 18'19'25', AN ARC DISTANCE OF 119.93 FEET TO A POINT ON A RADIAL LI
<br />SAID POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE RUN S 80°1$'11"E, A DISTANCE OF 125,00
<br />FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, THE RADIUS OF WHICH BEARS N
<br />rm-wimo Inr,,MLurz
<br />THROUGH A CENTRAL ANGLE OF 27-38'07''. AN ARC DISTANCE OF 241,16 FEET TO A POIN7
<br />THENCE RUN N17°57'18"W, A DISTANCE OF 489,66 FEET TO A POINT OF CURVATURE OF A
<br />THE ARC OF
<br />HEREINAFTER REFERRED TO AS POINT "C" AND ALSO B.El-N--G- -A-PO -1-N- T.- 0-- -F---- '-- I
<br />COMPOUND CURVATURE, CONCAVE
<br />TO THE SOUTH, HAVING A RADIUS OF 3175.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID
<br />CURVE THROUGH A CENTRAL ANGLE OF 09'59'26', AN ARC DISTANCE OF 663,60 FEET TO A POINT OF
<br />COMPOUND CURVATURE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 350-00 FEET, THENCE RUN
<br />SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68-42'39", AN ARC
<br />DISTANCE OF 419.73 FEET TO A POINT OF TANGENCY; THENCE RUN S 00°19'27"'E. A DISTANCE OF 331.64 FEET
<br />rn A 0^1LM ^"^I —
<br />RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH
<br />HENCE RUN S 05-6574-E, A DISTANCE OF 71.04
<br />TO THE POINT OF BEGINNING.
<br />M UP LANU UUNTAINS 10.30 ACRES MORE OR LESS.
<br />& Abbreviations: (symbols not scaler
<br />PLS
<br />- PROFESSIONAL LAND SURVEYOR
<br />OR
<br />COUNTY ROAD
<br />PSM
<br />- PROFESSIONAL SURVEYOR & MAPPER
<br />R/
<br />RIGHT OF WAY
<br />LB
<br />it
<br />- LAND SURVEYING BUSINESS
<br />- CENTERLINE
<br />_W
<br />O.R.B,
<br />OFFICIAL RECORD BC
<br />(M)
<br />- MEASURED VALUE
<br />P.O.C.
<br />POINT OF COMMENCE
<br />(P)
<br />- PLAT VALUE
<br />P-0,9
<br />POINT OF BEGINNING
<br />EXHIBIT "A"
<br />FOR CONSERVATI
<br />D SURVEYORS
<br />772-794-1213, FAX; 772-794-1096
<br />14ft XIAM4 MkV R
<br />SmeadSoft Reprint Date: Wednesday, December 14, 2016 - 11:54:51 - BCC:1826, Attachment Id 1, Page 99
<br />SKETCH OF LEGAL DESCRIPTION
<br />UCENSED W.RYMR AND
<br />
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