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LFQAL OESCRIhTION
<br /> .moo A PORTION OF THOSE LANDS DESCRIBED IN :OFFICIAL RECORD BOOK 2344, PAGE 479 OF THE PUBUC
<br /> RECORDS. OF INDIAN RIVER COUNTY, Q1
<br /> c FLORIDA, AND LYING IN THE NORTHEAST 1 /4 OF SECTION 6, TOWNSHIP 33 SOUTH, RANGE 39 EAST,
<br /> INDIAN RIVER COUNTY, FLORIDA, MORE.
<br /> INA
<br /> PARTICULARLY DESCRIBED AS FOLLOWS: 0?
<br /> COMMENCE AT THE NORTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORD BOOK 720, PAGE 1522
<br /> OF THE PUBUC RECORDS
<br /> OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN .NDIT07'56", ALONG THE EXISTING WEST RIGHT—OF—WAY LINE OF
<br /> 66TH AVE (PER OFFICIAL. V
<br /> RECORD BOOK 1105, PAGE 1173 OF THE PUBLIC RECORDS OF INDIAN RIVER :COUNTY, FLORIDA), A DISTANCE
<br /> OF 1400.02 FEET TO A POINT
<br /> ON THE BOUNDARY UNE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORD BOOK 699, PAGE 1817 OF THE
<br />PUBLIC RECORDS OF INDIAN
<br /> RIVER COUNTY, FLORIDA, SAID POINT LYING ON THE SOUTHWEST CORNER OF THOSE LANDS DESCRIBED 1N OFFICIAL
<br /> RECORD BOOK 2344, =rPAGE 476 OF SAID PUBLIC RECORDS; THENCE, LEAVING THE AFOREMENTIONED EXISTING WEST RIGHT-OF—WAY
<br /> UNE OF 66TH AVE, RUN N
<br /> N8W52'04"W, ALONG THE UNE OF SAID OFFICIAL RECORD BOOK 699, PAGE 1. 817, A DISTANCE OF 49,76 FEET
<br /> TO THE POINT OF CURVATURE D
<br /> OF A 5269.96—FOOT RADIUS CURVE, CONCAVE TO THE SOUTH; THENCE RUN WESTERLY, ALONG THE CURVE, THROUGH A
<br /> CENTRAL ANGLE OF
<br /> 00'48' 17 , AN ARC DISTANCE OF 74.02 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
<br /> THENCE CONTINUE
<br /> WESTERLY, ALONG THE ARC OF SAID 5269.92—FOOT RADIUS CURVE, THROUGH A , CENTRAL ANGLE OF 00' 13'03 AN
<br /> ARC DISTANCE Of 20,01 N
<br /> FEET TO A POINT ON THE WESTERLY UNE OF A 20.-FOOT UNDERGROUND DRAINAGE EASEMENT RECORDED IN OFFICIAL
<br /> RECORD BOOK 2344, y
<br /> PAGE 479 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY; THENCE RUN N01 '07154'E. ALONG SAID WESTERLYUNE,
<br /> A DISTANCE OF TTI
<br /> 28.09 FEET TO A POINT; THENCE RUN MF461360W, STILL ALONG SAID WESTERLY UNE, A DISTANCE OF 9.95
<br /> FEET TO A POINT ON THE
<br /> BOUNDARY OF THE AFOREMENTIONED LANDS . DESCRIBED IN OFFICIAL RECORD BOOK 699, PAGE 1817; SAID POINT LYING
<br /> ON THE ARC OF A t
<br /> NON—TANGENT 5304.92—FOOT RADIUS CURVE, CONCAVE TO THE SOUTH; THENCE RUN EASTERLY, ALONG SAID CURVE, HAVING
<br /> A CHORD
<br /> BEARING AND DISTANCE OF NBW11029`E, 27.40 FEET, THROUGH A CENTRAL ANGLE OF 00' 17'45`, AN ARC DISTANCE
<br /> OF 27.40 FEET TO A 3
<br /> e
<br /> POINT ON THE EAST UNE OF THE AFOREMENTIONED 20—FOOT UNDERGROUND DRAINAGE EASEMENT; THENCE RUN S01 '07'55"W,
<br /> ALONG SAID, a
<br /> EAST LINE, A DISTANCE OF 35.01 FEET TO THE POINT OF BEGINNING:
<br /> If
<br /> CONTAINING 725.9 SQUARE FEET, MORE OR LESS, OR 0.02 : ACRES;
<br /> 1THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF `THE FLORIDA
<br /> REGISTERED
<br /> SURVEYOR AND MAPPER NAMED HEREON,
<br /> 2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPUCABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS
<br /> AS
<br /> ESTABUSHED IN CHAPTER 5J- 17, FLORIDA ADMINISTRATIVE CODE ,
<br /> e
<br /> 3. THIS SKETCH AND DESCRIPTION DOES NOT REPRESENT A FIELD SURVEY. EXISTING PROPERTY CONDITIONS OR FEATURE
<br /> ARE NOT SHOWN. K
<br /> 4. BASIS OF BEARINGS: THE EXISTING WEST RIGHT--OF-WAY QNE OF 66TH AVENUE BEARS N0(707'56"E PER OFFICIAL
<br /> RECORD ,BOOK 2344,
<br /> PAGE 476 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORMF A ALL OTHER BEARINGS ARE RELATIVE
<br />THERETO.
<br /> CERTIFlCATiON
<br /> SURVEYOR AND MAPPER IN RESPONSIBLE CH NOT COMPLETE WMiDtff W H SHEETS, 1 AND 2 AS CREATED
<br /> DAVID W. SCHRYVER DATE r}' �" THIS IS SKETCH TO NACOOMPANY LEGAL. .DDESCRIPTI<ON
<br /> RM
<br /> FLORIDA REGISTRATION N0. P.S. M. 4864
<br /> INDIAN RIVER COUNTY SURVEYOR c
<br /> mm ccmr " eu Oec►4. of publio Works a aaacH SECTION VISTA PLANTATION
<br /> BEACH,IBM 271h: STRW VEW FL 4 Et}ginaering APPRovm Or: 06-1W WS^ a PORTION OF 2Q—i OOT
<br /> Tnsl ao�=moo
<br /> Division N UNDERGROUND MIRAGE EASEMENT 2
<br />
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