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<br />ROAD RIGHT-OF-WAY LEGAL DESCRIPTION
<br />A 130.00 FOOT WIDE STRIP OF LAND FOR THE PROPOSED RIGHT OF WAY FOR 74th AVENUE; LYING IN SECTION 36,
<br />TOWNSHIP 31, RANGE 38 EAST AND BEING A PORTION OF THE PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 1929,
<br />PAGE 306, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS
<br />FOLLOWS:
<br />COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SAID
<br />SECTION 36; THENCE RUN N00'09'08"E, ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER OF SAID SOUTHEAST
<br />ONE-QUARTER, A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE SEBASTIAN RIVER
<br />WATER CONTROL DISTRICT LATERAL "R -14E" CANAL; THENCE DEPARTING THE EAST LINE OF THE NORTHEAST ONE-QUARTER
<br />OF SAID SOUTHEAST ONE-QUARTER, RUN N89'48'47"W, ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 1.40
<br />FEET TO A POINT ON THE EAST LINE OF THE PROPOSED 74th AVENUE RIGHT OF WAY FOR A POINT OF BEGINNING;
<br />THENCE CONTINUE N89'48'47"W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 130.00 FEET TO A POINT ON
<br />THE WEST LINE OF SAID PROPOSED RIGHT OF WAY; THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE RUN
<br />N00'16'16"E, ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 74.99 FEET TO THE POINT OF CURVATURE OF A
<br />TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 700.00 FEET AND A CHORD BEARING OF N12'05'34"W;
<br />THENCE RUN NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 24'43'40", AN ARC DISTANCE OF
<br />302.11 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
<br />1,565.00 FEET AND A CHORD BEARING OF N20'01'14"W; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE
<br />THROUGH A CENTRAL ANGLE OF 8'52'21", AN ARC DISTANCE OF 242.35 FEET TO THE POINT OF COMPOUND CURVATURE
<br />OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 830.00 FEET AND A CHORD BEARING OF N00'48'40"W; THENCE
<br />RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29'32'46", A DISTANCE OF 428.01
<br />FEET TO THE POINT OF TANGENT; THENCE RUN N13'57'43"E A DISTANCE OF 262.25 FEET, TO A POINT ON THE SOUTH
<br />LINE OF THE NORTHEAST ONE-QUARTER OF SAID SECTION 36; THENCE CONTINUE N13'57'43"E A DISTANCE OF 204.25
<br />FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,470.00
<br />FEET AND A CHORD BEARING OF N11'00'13"E; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH
<br />A CENTRAL ANGLE OF 5'55'00", A DISTANCE OF 151.80 FEET TO A POINT; THENCE DEPARTING SAID WEST RIGHT OF WAY
<br />LINE RUN 581'57'17"E, RADIAL TO LAST DESCRIBED CURVE, A DISTANCE OF 130.00 FEET TO A NON -TANGENT CURVE
<br />CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,600.00 FEET AND A CHORD BEARING OF S11'00'13"W; THENCE
<br />DEPARTING SAID RADIAL LINE, RUN ALONG THE EAST RIGHT OF WAY LINE OF SAID 74th AVENUE AND THE ARC OF SAID
<br />CURVE THROUGH A CENTRAL ANGLE OF 5'55'00", A DISTANCE OF 165.22 FEET TO THE POINT OF TANGENT; THENCE RUN
<br />S13'57'43"W A DISTANCE OF 172.11 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER OF SAID
<br />SECTION 36; THENCE CONTINUE S13'57'43"W A DISTANCE OF 294.40 FEET TO THE POINT OF CURVATURE OF CURVE
<br />CONCAVE EASTERLY, HAVING A RADIUS OF 700.00 FEET AND A CHORD BEARING OF SOO'48'40"E; THENCE RUN ALONG
<br />THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29'32'46", A DISTANCE OF 360.98 FEET TO A POINT OF
<br />COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,435.00 FEET AND A CHORD
<br />BEARING OF 520'01'14"E; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08'52'21", A
<br />DISTANCE OF 222.22 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A
<br />RADIUS OF 830.00 FEET AND A CHORD BEARING OF S12'05'34"E; THENCE RUN ALONG THE ARC OF SAID CURVE
<br />THROUGH A CENTRAL ANGLE OF 24'43'40", A DISTANCE OF 358.21 FEET TO THE POINT OF TANGENT; THENCE RUN
<br />S00'16'16"W, A DISTANCE OF 74.80 FEET TO THE POINT OF BEGINNING.
<br />CONTAINING: 4.94 ACRES (215,389 SQ FT), MORE OR LESS.
<br />NOTES
<br />1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND
<br />MAPPER NAMED HEREON.
<br />2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE AS ESTABLISHED IN CHAPTER
<br />5J-17.051, FLORIDA ADMINISTRATIVE CODE.
<br />3. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY.
<br />4. THE PROPERTY, RIGHT OF WAY, SECTION AND QUARTER SECTIONS LINES SHOWN HERE ARE BASED UPON THE LINEWORK FROM TWO AUTOCAD FILES
<br />ENTITLED "7677.dwg" AND "2110-base-23-0613.dwg" PREPARED BY MASTELLER, MOLLER AND TAYLOR, INCORPORATED.
<br />5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT AND PROJECTED IN THE FLORIDA STATE
<br />PLANE COORDINATE SYSTEM, EASE ZONE. THIS SURVEY WAS TIED TO THE FLORIDA PERMANENT REFERENCE NETWORK (MAINTAINED BY THE FLORIDA
<br />DEPARTMENT OF TRANSPORTATION'S SURVEY DEPARTMENT); DERIVING A GRID BEARING OF NOO'09'08"E ALONG THE EAST LINE OF THE NORTHEAST
<br />ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 36, TOWNSHIP 31 SOUTH, RANGE 38 EAST, AS SHOWN HEREON.
<br />wartil MOW
<br />C.B. = CHORD BEARING
<br />O.R.B.
<br />= OFFICIAL RECORD BOOK
<br />P.O.B.
<br />= POINT OF BEGINNING
<br />R/W = RIGHT OF WAY
<br />COR = CORNER
<br />P.C.
<br />= POINT OF CURVATURE
<br />P.O.C.
<br />= POINT OF COMMENCEMENT
<br />SEC = SECTION -TOWNSHIP
<br />PP
<br />APPROVED BY:
<br />D. SCHRYVER
<br />RANGE 3N E
<br />-RANGE
<br />L = ARC LENGTH
<br />P.C.C.
<br />= POINT OF COMPOUND CURVATURE
<br />P.R.C.
<br />= POINT OF REVERSE CURVE
<br />S.R.W.C.D. = SEBASTIAN
<br />L.L.C. = LIMITED LIABILITY COMPANY
<br />P.I.D.
<br />= PARCEL IDENTIFICATION PER PROPERTY
<br />P.S.M.
<br />= PROFESSIONAL SURVEYOR
<br />RIVER WATER CONTROL
<br />CERTIFICATION
<br />APPRAISER'S WEBSITE
<br />AND MAPPER
<br />DISTRICT
<br />P.T. =
<br />POINT OF TANGENT
<br />Q= CENTRAL ANGLE
<br />SURVEYOR AND MAPPER IN
<br />RESPONSIBLE
<br />CHARGE
<br />R = RADIUS
<br />DAVID M. SILON, P.S.M.
<br />FLORIDA REGISTRATION NO. LS 6139
<br />INDIAN RIVER COUNTY SURVEYOR AND
<br />DATE
<br />MAPPER
<br />THIS SKETCH AND DESCRIPTION IS NOT COMPLETE
<br />WITHOUT BOTH SHEETS 1 AND 2 AS CREATED.
<br />THIS IS NOT A BOUNDARY SURVEY
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<br />INDIA NRI VER COUNTY
<br />Depa/ipent flcmng blcDiv Woks
<br />EOgpBCl70zP D/V/S/O/7
<br />1801 27th ST, VERO BEACH, FL 32960
<br />DRAWN BY:
<br />SILON
<br />SECTION 36
<br />SKETCH OF DESCRIPTION
<br />for PROPOSED 74th AVENUE
<br />RIGHT OF WAY
<br />SHEET
<br />1
<br />/
<br />of 2
<br />TOWNSHIP 31 S.
<br />PP
<br />APPROVED BY:
<br />D. SCHRYVER
<br />RANGE 3N E
<br />
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