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Last modified
1/30/2018 10:13:28 AM
Creation date
9/14/2016 2:12:35 PM
Metadata
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Template:
Resolutions
Resolution Number
2016-079
Approved Date
09/13/2016
Agenda Item Number
8.J.
Resolution Type
Cancelling Taxes
Entity Name
Dollar General
Albert and Betty Sammartino
Subject
Cancel taxes Right of Way
Dollar Gereral
Area
Oslo Road east of Old Dixie Highway
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BK: 2944 PG: 140 <br />SKETCH OF LEGAL DESCRIPTION <br />(NOT A SURVEY) <br />Report of Survey. (Project # 15-048—RWD) <br />• TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY <br />• THIS SURVEY PERFORMED BY: <br />HOUSTON, SCHUUH, BIT U & STODDARD. NG L8. /6905 "m MERIDIAN LAND SURVEYORS <br />1717 0101AN RIVER BOULEVARD, SUITE 201, VERO BEACH, R. RIGA 32960 <br />• PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: <br />CHARLES H. BLANCHARD. P.S.M. #5755 <br />EXHIBIT "A" <br />Legal Description: <br />A VARIABLE WIDTH RIGHT OF WAY DEDICATION LYING WEST OF THE FLORIDA EAST COAST RAILWAY <br />AND EAST OF OLD DIXIE HIGHWAY, IN SECTION 30, TOWNSHIP 33 SOUTH, RANGE 40 EAST, INDIAN RIVER <br />COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: <br />COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 30, RUN NORTH 89"45'03" EAST (BASIS <br />OF BEARINGS) ALONG THE NORTH LINE OF SAID SECTION 30, A DISTANCE OF 616.34 FEET TO THE WEST <br />RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILROAD, A 100 FOOT RIGHT OF WAY AND A POINT <br />ON A CURVE CONCAVE TO THE NORTHEAST, THE RADIUS OF WHICH BEARS NORTH 79°11749" EAST, A <br />DISTANCE OF 5779.58 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE AND WEST <br />RIGHT OF WAY LINE THROUGH A CENTRAL ANGLE OF 00'24'48", AN ARC DISTANCE OF 41.70 FEET TO <br />THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID ARC THROUGH A CENTRAL ANGLE OF <br />00°08'21", AN ARC DISTANCE OF 10.67 FEET, THENCE LEAVING SAID WEST RIGHT OF WAY LINE RUN <br />SOUTH 87°30'30" WEST, A DISTANCE OF 186.76 FEET; THENCE RUN SOUTH 40°09'20" WEST, A DISTANCE <br />OF 52.35 FEET TO THE EAST RIGHT OF WAY UNE OF OLD DIXIE HIGHWAY, A VARIABLE WIDTH RIGHT OF <br />WAY, AS IT NOW EXISTS; THENCE RUN NORTH O8"16'51" WEST ALONG SAID EAST RIGHT OF WAY LINE, A <br />DISTANCE OF 8.61 FEET; THENCE RUN NORTH 39°24'05" EAST, A DISTANCE OF 54.29 FEET TO A POINT ON <br />A NON -TANGENT CURVE, CONCAVE TO THE NORTH, THE RADIUS OF WHICH BEARS NORTH 01"18'10" <br />WEST, A DISTANCE OF 10374.90 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE <br />THROUGH A CENTRAL ANGLE OF 00°12'38"., AN ARC DISTANCE OF 38.12 FEET; THENCE LEAVING SAID <br />ARC, RUN NORTH 86°48'29" EAST, A DISTANCE OF 64.61 FEET TO A NON -TANGENT CURVE, CONCAVE TO <br />THE SOUTH, THE RADIUS OF WHICH BEARS SOUTH 02'42'32" EAST, A DISTANCE OF 13960.00 FEET; <br />THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00'14'48, AN <br />ARC DISTANCE OF 60.12 FEET; THENCE LEAVING SAID ARC RUN NORTH 87'44'42" EAST, A DISTANCE OF <br />22.38 FEET TO THE POINT OF BEGINNING. <br />SAID EASEMENT CONTAINING (2286.11 SQ FT) 0.05 ACRES, MORE OR LESS. <br />Legend & Abbreviations: (symbols not scaleable for size) <br />PLS <br />— PROFESSIONAL LAND SURVEYOR <br />CR — <br />COUNTY ROAD <br />PSM <br />— PROFESSIONAL SURVEYOR & MAPPER <br />R/W — <br />RIGHT OF WAY <br />LB <br />— LAND SURVEYING BUSINESS <br />O.R.B. — <br />OFFICIAL RECORD BOOK <br />C <br />— CENTERLINE <br />P.O.C. — <br />POINT OF COMMENCEMENT <br />(M) <br />— MEASURED VALUE <br />P.0.8 — <br />POINT OF BEGI NMNG <br />P <br />— PLAT VALUE <br />(OA) — <br />OVERALL <br />SKETCH OF DESCRIPTION FOR RIGHT OF WAY DEDICATION <br />PLAT OF SURVEY FOR: INDIAN RIVER COUNTY <br />MERIDIAN <br />LAND SURVEYORS <br />1717 INDIAN RIVER BLVD, SMTE 201 <br />VERO BEACH, FL 32960 LB#6905 <br />PHONE: 772-7941213, FAX: 772-7941096 <br />E-MAIL: L66905Ca)BELISOUTH.NET <br />0 <br />SKEMH OF. LEGAL DESCRIP77ON <br />NOT A. BOUNDARY SURVEY <br />7HS SURVEY 6'Wr. VALM W.D WT DIE <br />�IA <br />®STORE W T r Qi1MUL'"p SEAL 01 <br />THE R OWA 4 YAPPIR <br />CIUIRIES K R111lW11�`� " P.SIp 16755 <br />" PAGE 2 OF 2 <br />
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