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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 00019'2111E (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 74021 '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 17051 ' 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 89025' 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 /> 108031 '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 35027147", AN ARC
<br /> DISTANCE OF 798 .44 FEET TO A POINT ON A NON-TANGENT CURVE , THE RADIUS OF WHICH BEARS N
<br /> 61059'46"W, A DISTANCE OF 375. 00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE
<br /> THROUGH A CENTRAL ANGLE OF 18019'25", 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 27038'07" , AN ARC DISTANCE OF 241 . 16 FEET TO A POINT OF TANGENCY;
<br /> THENCE RUN N1705711816W, 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 09059'25", 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 68042'3911, AN ARC
<br /> DISTANCE OF 419 . 73 FEET TO A POINT OF TANGENCY; THENCE RUN S 00019'27"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 060141511 , AN
<br /> ARC DISTANCE OF 125 .40 FEET TO A POINT OF TANGENCY ; THENCE RUN S 05055'24" 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 /> & - CENTERLINE P . O. C. - POINT OF COMMENCEMENT
<br /> M - MEASURED VALUE P . O. B POINT OF BEGINNING
<br /> P - PLAT VALUE ,
<br /> SKETCH: OF- LEG9b . DESCRIPTION
<br /> EXHIBIT ' A ' NOT kABOUNDARY `SUR VEY
<br /> LEGAL DESCRIPTION FOR CONSERVATION EASEMENT
<br /> �JHIS SURVEY•`[5 ' N0T&&Dc1NIih01iT,fr1E r
<br /> MERIDIAN SIGNA'RD 1}fE ORIGINAL RAiStb>SEA -- ? OF:'< ',
<br /> LAND SURVEYORS THE FLORIDA,"'U' =YOR-'P.NDNIM)PER
<br /> _,. •" v B
<br /> 1717 INDIAN RIVER BLVD , SUITE 201NAMED ELbW. %` cm'
<br /> VERO BEACH, FL. 32960 LB96905. J r ;
<br /> PHONE: 772-794-1213, FAX: 772 -794-1096 .y ^ \ -7 .
<br /> E-NIIAIL: LB6905(@,,BELLSOUTH.NET CHARLES H. ' BLA14boARD,;, ASJ.C#5755
<br /> MWS-035-SERENO.,CE305-035-CE_TR-ldw% V29/201433432 PM • . (( ".'' , PA "E. 2 OF 10
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