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SKETCH OF LEGAL DESCRIPTION
<br /> ( NOT A SURVEY )
<br /> Rep or t of Survey. (EXHIBIT "A " PAGE 2 OF 2)
<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 . #6905
<br /> d . b . a . MERIDIAN LAND SURVEYORS
<br /> 1717 INDIAN RIVER BOULEVARD , SUITE 201
<br /> VERO BEACH , FLORIDA 32960
<br /> * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE :
<br /> CHARLES H . BLANCHARD , P . S . M . #5755
<br /> LEGAL DESCRIPTION
<br /> A UTILITY AND DRAINAGE EASEMENT BEING A VARIABLE WIDTH STRIP OF LAND LYING IN A PORTION OF TRACT 2, SECTION 5 , TOWNSHIP
<br /> 32 SOUTH , RANGE 39 EAST , ACCORDING TO THE LAST GENERAL PLAT OF THE INDIAN RIVER FARMS COMPANY SUBDIVISION , RECORDED
<br /> IN PLAT BOOK 2 , PAGE 25 , OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY , FLORIDA, LESS RIGHTS OF WAY FOR ROADS AND CANALS ;
<br /> SAID LANDS NOW LYING AND BEING IN INDIAN RIVER COUNTY , FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS :
<br /> COMMENCING AT THE NORTHWEST CORNER OF TRACT 2 , SAID SECTION 5 , SAID POINT ALSO BEING THE NORTHWEST CORNER OF THE
<br /> FIELDSTONE RANCH SUBDIVISION - PHASE 1 AS RECORDED IN PLAT BOOK 24 , PAGE 55 OF THE PUBLIC RECORDS OF INDIAN RIVER
<br /> COUNTY , FLORIDA, SAID POINT ALSO BEING THE NORTHEAST CORNER OF SPYGLASS AFFADAVIT OF EXEMPTION , AS RECORDED IN PLAT
<br /> BOOK 24 , PAGE 61 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY , FLORIDA, THENCE RUN S 0002812911W ( BASIS OF BEARINGS)
<br /> ALONG SAID COMMON SUBDIVISION LINE , SAID LINE ALSO BEING THE WEST LINE OF TRACT 2 , AFORESAID SECTION 5 , A DISTANCE OF
<br /> 302 .95 FEET; THENCE LEAVING SAID COMMON LINE AND WEST LINE OF TRACT 2 , RUN S 15°24' 15" E , A DISTANCE OF 510. 19 FEET TO THE
<br /> POINT OF BEGINNING ; THENCE RUN N 00' 30' 16" E , A DISTANCE OF 341 . 30 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO
<br /> THE SOUTHEAST, HAVING A RADIUS OF 235 .00 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE , THROUGH A
<br /> CENTRAL ANGLE OF 29016' 36" , AN ARC DISTANCE OF 120 . 08 FEET TO A POINT OF TANGENCY; THENCE RUN N 29°46'51 "E , A DISTANCE OF
<br /> 91 . 52 FEET; THENCE RUN S 60° 13'09"E , A DISTANCE OF 10 . 00 FEET; THENCE RUN S 29046'51 "W, A DISTANCE OF 4 .96 FEET ; THENCE
<br /> RUN S
<br /> 59018124"E , A DISTANCE OF 60 . 01 FEET; THENCE RUN S 29°46'51 "W, A DISTANCE OF 85 .60 FEET TO A POINT OF CURVATURE OF A CURVE
<br /> CONCAVE TO THE SOUTHEAST , HAVING A RADIUS OF 165 . 00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE
<br /> THROUGH A CENTRAL ANGLE OF 29016361 , AN ARC DISTANCE OF 84 . 31 FEET TO A POINT OF TANGENCY ; THENCE RUN S 00° 30' 16"W , A
<br /> DISTANCE OF 171 .66 FEET ; TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 15 . 00
<br /> FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 °00'00" 1 AN ARC DISTANCE OF
<br /> 23 . 56 FEET TO A POINT OF TANGENCY ; THENCE RUN S 89 ° 29'44 " E , A DISTANCE OF 82 . 67 FEET TO A POINT OF CURVATURE OF A CURVE
<br /> CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 240 . 00 FEET ; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE
<br /> THROUGH A CENTRAL ANGLE OF 63043'4411 , AN ARC DISTANCE OF 266 . 95' TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE
<br /> TO THE NORTHWEST, HAVING A RADIUS OF 465 . 00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
<br /> CENTRAL ANGLE OF 04049'50" , AN ARC DISTANCE OF 39 . 20 FEET ; THENCE RUN S 68 °03' 19" E , A DISTANCE OF 70 . 00 FEET TO A POINT
<br /> OF
<br /> CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, THE RADIUS OF WHICH BEARS N 68003' 19"W , A DISTANCE OF 535 . 00 FEET ;
<br /> THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04049'50" , AN ARC DISTANCE OF 45 . 11
<br /> FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 310 . 00 FEET; THENCE
<br /> RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63043'44", AN ARC DISTANCE OF 344 .81 FEET
<br /> TO A POINT OF TANGENCY ; THENCE RUN N 89 °29'44"W, A DISTANCE OF 82 .67 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
<br /> TO THE SOUTHEAST, HAVING A RADIUS OF 15 . 00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
<br /> CENTRAL ANGLE OF 90000'00" , AN ARC DISTANCE OF 23 . 56 FEET TO A POINT OF TANGENCY ; THENCE RUN S 00 °30' 16"W , A DISTANCE OF
<br /> 125 .00 FEET; THENCE RUN N 89029'44"W , A DISTANCE OF 60 . 00 FEET; THENCE RUN N 00° 30' 16" E , A DISTANCE OF 55 . 36 FEET; THENCE
<br /> RUN
<br /> N 89029'44"W , A DISTANCE OF 10 . 00 FEET TO THE POINT OF BEGINNING ,
<br /> SAID PARCEL CONTAINING 1 .64 ACRES MORE OR LESS .
<br /> Legend & Abbreviations : ( symbols not scaleable for size )
<br /> PSM - PROFESSIONAL SURVEYOR & MAPPER P . O . C . - POINT OF COMMENCEMENT
<br /> LB - LAND SURVEYING BUSINESS P . O . B - POINT OF BEGINNING
<br /> R /W - RIGHT OF WAY S \D - SUBDIVISION
<br /> NOTE Sketch of Temporary Utility Easement
<br /> Proposed Fieldstone Ranch Phase 2 S \D
<br /> SKETCH OF LEGAL DESCR/P 77ON
<br /> NOT A BOUNDARY SURVEY THIS SURVEY IS NOT VALID WITHOUT THE
<br /> SIGNATURE AND ,THE ORIGINAL RAISED SEAL OF
<br /> MERIDIAN THE FLORIDA LICENSED SURVEYOR AND MAPPER
<br /> NAMED BELOW
<br /> LAND SURVEYORS
<br /> 1717 INDIAN RIVER BLVD, SUITE 201
<br /> VERO BEACH , FL . 32960 LB#6905
<br /> PHONE : 772 - 794- 1213 , FAX : 772 - 7944096 CHARLES H . BLANCHARD , P. S. M . #5755
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