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EXHIBIT"D"
<br />LEGAL DESCRIPTION. RETENTION POND
<br />A PARCEL OF LAND FOR A PROPOSED RETENTION POND; LYING IN SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39
<br />EAST AND BEING A PORTION OF THE PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 1929, PAGE 306, OF THE
<br />PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br />COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF
<br />SAID SECTION 32; THENCE RUN N00'32'54"E, ALONG THE WEST LINE OF THE SOUTHWEST ONE—QUARTER OF THE
<br />NORTHWEST ONE—QUARTER OF SAID SECTION 32, A DISTANCE OF 121.13 FEET TO A POINT; THENCE DEPARTING
<br />SAID WEST LINE RUN S89 -27'06'E, A DISTANCE OF 135.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF
<br />66th AVENUE PER OFFICIAL RECORDS BOOK 3429, PAGE 2095, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
<br />FLORIDA, FOR A POINT OF BEGINNING; THENCE RUN N00'32'54"E, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE
<br />OF 1,159.59 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF THE SEBASTIAN RIVER WATER CONTROL
<br />DISTRICT'S SUB—LATERAL 'R -13E CANAL" (100 FOOT WIDE CANAL RIGHT OF WAY); THENCE RUN S89'39'45"E, ALONG
<br />SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 600.72 FEET; THENCE DEPARTING SAID SOUTH RIGHT OF WAY LINE
<br />RUN SOC -20-15-W, A DISTANCE OF 35.94 FEET TO THE POINT OF CURVATURE OF A NON --TANGENT CURVE CONCAVE
<br />SOUTHWESTERLY, HAVING A RADIUS OF 165.00 FEET AND A CHORD BEARING OF S49'55'45"E; THENCE RUN
<br />SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69'02'04', A DISTANCE OF 198.81
<br />FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 465.00
<br />FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68'24'50", A DISTANCE OF
<br />555.23 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF
<br />210.00 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 132'23'03", A
<br />DISTANCE OF 485.21 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY, HAVING A
<br />RADIUS OF 215.OD FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11'20'42",
<br />A DISTANCE OF 42.57 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY,
<br />HAVING A RADIUS OF 65.00 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
<br />68'02'14", A DISTANCE OF 77.19 FEET TO THE POINT OF TANGENT; THENCE RUN S00'04'27 W, A DISTANCE OF
<br />99.24 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF 81st STREET PER OFFICIAL RECORDS BOOK 3429,
<br />PAGE 2095, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN N89'55'33"W, ALONG SAID
<br />NORTH RIGHT OF WAY LINE, A DISTANCE OF 722.68 FEET; THENCE RUN N39'09'01"W, A DISTANCE OF 51.65 FEET
<br />TO THE POINT OF BEGINNING.
<br />CONTAINING: 18.17 ACRES, MORE OR LESS.
<br />NOTES
<br />1. THIS SKETCH AND DESCRIPTION IS NOT VAUD 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, THEREFORE THERE MAY EXIST EASEMENTS, RESERVATIONS,
<br />RESTRICTIONS AND/OR OTHER ENCUMBRANCES THAT ARE NOT SHOWN HEREON.
<br />4. THE PROPOSED TOB OF BANK, RIGHT OF WAY, SECTION AND QUARTER SECTIONS LINES SHOWN HERE ARE BASED UPON THE LINEWORK FROM AN
<br />AUTOCAD FILE ENTITLED "Lake 66G Parcel" 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 N00'32'54"E ALONG THE WEST LINE OF THE SOUTHWEST
<br />ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39 EAST, AS SHOWN HEREON.
<br />LEGEND
<br />C.B. = CHORD BEARING P.O.C. = POINT OF COMMENCEMENT A= CENTRAL ANGLE
<br />COR = CORNER P.R.C. = POINT OF REVERSE CURVE
<br />L = ARC LENGTH P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER INDICATES JOINT OWNERSHIP
<br />L.L.C. = LIMITED LIABILITY COMPANY P.T. — POINT OF TANGENT
<br />O.R.B. = OFFICIAL RECORDS BOOK R - RADIUS
<br />M.M.T. — MASTELLER, MOLLER AND TAYLOR, INCORPORATED R/W = RIGHT OF WAY
<br />P.C. = POINT OF CURVATURE SEC = SECTION—TOWNSHIP—RANGE
<br />P.C.C. = POINT OF COMPOUND CURVATURE S.R.W.C.D, = SEBASTIAN RIVER WATER CONTROL DISTRICT
<br />P.I.D.= PARCEL IDENTIFICATION PER PROPERTY APPRAISER T/B = TOP OF BANK
<br />P.O.B. = POINT OF BEGINNING
<br />CERTIFICATION
<br />SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
<br />DAVID M. SILON, P.S.M.
<br />DATE
<br />THIS
<br />SKETCH AND DESCRIPTION IS NOT
<br />FLORIDA REGISTRATION NO. LS 6139
<br />COMPLETE
<br />WITHOUT SHEETS 1 AND 2 AS CREATED.
<br />INDIAN
<br />RIVER COUNTY SURVEYOR AND
<br />MAPPER
<br />THIS
<br />IS NOT A BOUNDARY SURVEY
<br />µ1°E"
<br />INDIA NRI VER COUNTY
<br />DRAWN BY:
<br />SECTION 32WEET
<br />SKETCH OF DESCRIPTION
<br />Department ol'Public Works
<br />D. SIL ON
<br />APPROVED BY:
<br />TOWNSH I P 3! S.
<br />for PROPOSED
<br />1
<br />Engineering Division
<br />avi
<br />1801 27th ST. VERO BEACH, FL 32960
<br />D. SCIIRLVER
<br />RANGE .?9E.
<br />RETENTION POND
<br />2
<br />43
<br />
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