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<br />CERTI -ICATION ON LAST PAGE
<br />Q 0r41rE4
<br />SKETCH OF LEGAL DESCRIPTION
<br />(NOT A SURVEY)
<br />Report of Survey: (Project # 05-085—CE)
<br />* TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY
<br />* THIS SURVEY PERFORMED BY:
<br />HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. d.b.a. MERIDIAN LAND SURVEYORS #6905
<br />1717 INDIAN RIVER BOULEVARD, SUITE 201, VERO BEACH, FLORIDA 32960
<br />* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
<br />CHARLES H. BLANCHARD, P.S.M. #5755
<br />LEGAL DESCRIPTION: CONSERVATION AREA "1"
<br />A CONSERVATION EASEMENT BEING A PORTION OF LAND LYING IN SECTIONS 13 AND 24, TOWNSHIP 33
<br />SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
<br />FOLLOWS:
<br />BEGINNING AT A POINT ON THE EAST RIGHT OF WAY LINE OF 12TH AVENUE, (30' RIGHT OF WAY), SAID POINT
<br />ALSO BEING THE NORTHWEST CORNER OF THE SERENOA PHASE 1 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 "J" CANAL (160' RIGHT OF WAY); THENCE RUN
<br />S 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 />RUN N 89°25'56"W ALONG SAID NORTH RIGHT OF WAY LINE OF 5TH STREET S.W., A DISTANCE OF 688.44 FEET
<br />TO THE SOUTHEAST CORNER OF TRACT L-3, ACCORDING TO THE PLAT OF AFOREMENTIONED SERENOA
<br />PHASE 1; THENCE RUN N 00°34'02"E, A DISTANCE OF 47.42 FEET; THENCE RUN S 89°25'58"E, A DISTANCE OF
<br />240.31 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF
<br />275.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
<br />108°31'20", AN ARC DISTANCE OF 520.87 FEET TO A POINT OF TANGENCY AND A POINT HEREINAFTER
<br />REFERRED TO AS POINT "A"; THENCE RUN N 17°57'18"W, A DISTANCE OF 544.32 FEET TO A POINT OF
<br />CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 1290.00 FEET; THENCE RUN
<br />NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°27'47", 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 LINE,
<br />SAID POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE RUN S 80*19'1 VE, 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 />80°19'11"W, A DISTANCE OF 500.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE
<br />THROUGH A CENTRAL ANGLE OF 27°38'07", AN ARC DISTANCE OF 241.16 FEET TO A POINT OF TANGENCY;
<br />THENCE RUN N17°57'18"W, A DISTANCE OF 489.66 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO
<br />THE SOUTHWEST HAVING A RADIUS OF 350.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF
<br />SAID CURVE THROUGH A CENTRAL ANGLE OF 83°01'11", AN ARC DISTANCE OF 507.14 FEET TO A POINT
<br />HEREINAFTER REFERRED TO AS POINT "C" AND ALSO BEING A POINT OF 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°59'25", AN ARC DISTANCE OF 553.60 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°42'3911, AN ARC
<br />DISTANCE OF 419.73 FEET TO A POINT OF TANGENCY; THENCE RUN S 00°19'27"E. A DISTANCE OF 331.54 FEET
<br />TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1150.00 FEET;
<br />THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°14'51", AN
<br />ARC DISTANCE OF 125.40 FEET TO A POINT OF TANGENCY; THENCE RUN S 05°55'24"E, A DISTANCE OF 71.04
<br />FEET; THENCE RUN S 84°04'36"W, A DISTANCE OF 62.58 FEET TO THE POINT OF BEGINNING.
<br />SAID PARCEL OF LAND CONTAINS 10.30 ACRES MORE OR LESS.
<br />Legend & Abbreviations: (symbols not scaleable for size)
<br />PLS — PROFESSIONAL LAND SURVEYOR CR — COUNTY ROAD
<br />PSM — PROFESSIONAL SURVEYOR & MAPPER R/W — RIGHT OF WAY
<br />LB — LAND SURVEYING BUSINESS O.R.B. — OFFICIAL RECORD BOOK
<br />C. — CENTERLINE P.O.C. — POINT OF COMMENCEMENT
<br />M — MEASURED VALUE P.O.B — POINT OF BEGINNING
<br />P — PLAT VALUE
<br />SKETCH OF LEGAL DESCRIPTION
<br />EXHIBIT "A" NOT A BOUNDARY SURVEY
<br />LEGAL DESCRIPTION FOR CONSERVATION EASEMENT
<br />THIS SURVEY IS NOT VAUD WITHOUT THE
<br />MERIDIAN SIGNATURE AND THE ORIGINAL RAISED SEAL OF
<br />LAND SURVEYORS THE FLORIDA LICENSED SURVEYOR AND MAPPER
<br />1717 INDIAN RIVER BLVD, SUITE 201 NAMED BELOW.- �
<br />VERO BEACH, FL. 32960 LB96905
<br />PHONE: 772-794-1213, FAX: 772-794-1096\� l `^,-}
<br />\ E-MAIL: LB6905(i�BELLSOUTH.NET CHARLES H, BLANCHARD, [,S.Ai, ;x5755 /
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