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BK: 3256 PG: 1827 Exhibit Legal Description & Sketch for I1 th Drive Right -of -Way - Russell Property Indian River County, Florida LEGAL QE=MP ON A PARCEL OF LAND LOCATED WITHIN SEC71ON 25, TOWNSHIP 32 SOUTH, RANGE 39 EAST AND SECTION 26, TOWNSHIP 32 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST ONE—QUARTER OF SAID SECTION 26; THENCE SOUTH 00108'35" WEST ALONG THE EAST UNE OF SAID SEC71ON 26, THE SAME BEING THE WEST LINE OF SAID SEC71ON 25 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WMTH THE SOUTH RIGHT OF WAY LINE OF 41ST STREET AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH OOIDB'35" WEST ALONG THE SAID EAST UNE OF SECTION 26 A DISTANCE OF 1283.60 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE NORTHWEST ONE—QUARTER OF THE SOUTHWEST ONE—QUARTER OF SAID SEC17ON 25; THENCE NORTH 8905830" EAST ALONG SAID SOUTH LINE A DISTANCE OF 30.00 FEET, ' THENCE SOUTH 00 08'35" WEST AND PARALLEL WITH THE SAID EAST LINE OF SAID SECTION 26 A DISTANCE OF 618.44 FEET TO THE NORTHEAST CORNER OF CGN SUBDIVISION, ACCORDING 710 THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 38 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, THENCE SOUTH 89'46'29" WEST ALONG TIME NORTH LINE OF SAO CGN SUBDIVISION A DISTANCE OF 30.00 FEET TO AN INTERSECTION WITH THE SAID EAST UNE OF SECTION 26, THENCE CONTINUE ALONG SAID NORTH LINE OF CGN SUBDIVISION SOUTH 8925'35" WEST A DISTANCE OF 30.00 FEET TO A POINT, SAID POINT BEING 30 FEET WEST OF, AS MEASURED PERPENDICULAR TO, THE SAID EAST LINE OF SEC71ON 26; THENCE NORTH 0008'35" EAST AND PARALLEL IMTH THE SAID EAST LINE OF SECTION 26 A DISTANCE OF 1902.27 FEET BACK TO AN INTERSECTION WITH THE SAID SOUTH RIGHT OF WAY UNE OF 41ST STREET; THENCE SOUTH 89'49'05" EAST A DISTANCE OF 30.00 FEET tO THE POINT OF BEGINNING CONTAINING 75,619.5 SQUARE FEET OR 1.736 ACRES, MORE OR LESS R/W RIGHT—OF—WAY !SURVEYORS N07ES O. NUMBER 11 THE BASIS BEARINGS !S EAST UNE OF SECTION 26 -32S -39E R RADIUS W WCH BEARS NOO'O8'33`E. L LENGTH 2) THIS SKETCH EXISTS SOLELY FOR THE PURPOSE OF UUSIRAWG CH CHORD DISTANCE THE LEGAL DESCRIPTION TO *KH IT IS ATTACHED. CS CHORD BEARING 3) ALL DNENSIONS ARE CALCULATED UNLESS OTHERMSE NOTED. P.B. PLAT BOOK 4) THIS SKETCH MEETS THE STANDARD PRACTICES FOR SURVEI1NG PG. PAGE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND A DELTA SURVEYORS N CHAPTER 5J-17, FLORIDA ADIWNISIRA71W CODE~ N NORTH PURSUANT TO SECTION 472.027, FLORIDA STATUTES S SOU E EAST W WEST PT POINT OF TANGENCY PC POINT OF CURVATURE Sheet 3 10 PRC POINT OF REVERSE CURVE f NTP NON—TANGENT POINT Not Valid Without All Sheets Drawn by: Checked by File name Date Revision Stale Drawing Nam "This 1s NOT a Boundor Survey'DMT DMT 6190 t1/8/ 9 1V.'l� f '1"=150' 6190-rw aste er, Moter & Taylor, Inc. THE oRIOiNAL 'SEN.-.OF=A: FLORIDA PROFESSIONAL SURVEYORS AND MAPPERS Ute' R Ai30 taARPER. :-, . LAND SURVEYING BUSINESS #4644 , 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647