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Exhibit "A " - Legal Description & Sketch for a Drainage Easement at the Proposed Verity Site Section 25, Township 32 South, Range 39 East Indian River County, Florida LEGAL DESCRIPTION Sheet 1 of 4,Not Vatic!Without All Sheets A PARCEL OF LAND LOCATED WITHIN THE SOUTHWEST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER OF SECTION 25, TOWNSHIP 32 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SAID SOUTHWEST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 25; THENCE NORTH 89'58'30" EAST ALONG THE NORTH LINE OF THE SAID SOUTHWEST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 25, A DISTANCE OF 162.53 FEET TO A POINT; THENCE SOUTH 00'03'45" EAST A DISTANCE OF 15.00 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE DRAINAGE EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3393, PAGE 2243, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE POINT OF BEGINNING OF THE HEREON DESCRIBED EASEMENT; THENCE CONTINUE SOUTH 00'03'45" EAST, A DISTANCE OF 75.63 FEET; THENCE SOUTH 37'48'42" WEST A DISTANCE OF 88.93 FEET; THENCE SOUTH 00'35'52" EAST A DISTANCE OF 49.08 FEET; THENCE NORTH 89'51'25" WEST A DISTANCE OF 24.14 FEET TO A POINT OF CURVATURE ON A CIRCULAR CURVE; THENCE SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00" FOR AN ARC DISTANCE OF 47.12 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00'08'35" WEST A DISTANCE OF 196.50 FEET; THENCE NORTH 56'36'16" WEST A DISTANCE OF 29.90 FEET TO AN INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF 11TH DRIVE AS DESCRIBED IN OFFICIAL RECORD BOOK 3256, PAGE 1825 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE SOUTH 00'08'35" WEST ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 11.96 FEET; THENCE SOUTH 56'36'16" EAST A DISTANCE OF 29.90 FEET; THENCE SOUTH 00'08'35" WEST A DISTANCE OF 94.92 FEET TO A POINT OF CURVATURE ON A CIRCULAR CURVE; THENCE SOUTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 9022'06", FOR AN ARC DISTANCE OF 47.32 FEET TO A POINT OF TANGENCY; THENCE NORTH 89'46'29" EAST A DISTANCE OF 78.91 FEET TO A POINT OF CURVATURE ON A CIRCULAR CURVE; THENCE NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00", FOR AN ARC DISTANCE OF 102.10 FEET TO A POINT OF TANGENCY; THENCE NORTH 0013'31" WEST A DISTANCE OF 87.73 FEET; THENCE SOUTH 89'58'30" WEST A DISTANCE OF 4.00 FEET; THENCE NORTH 0013'31" WEST A DISTANCE OF 5.00 FEET; THENCE NORTH 89'58'30" EAST A DISTANCE OF 4.00 FEET; THENCE NORTH 0013'31" WEST A DISTANCE OF 104.90 FEET; THENCE SOUTH 89'58'30" WEST A DISTANCE OF 4.00 FEET; THENCE NORTH 0013'31" WEST A DISTANCE OF 5.00 FEET; THENCE NORTH 89'58'30" EAST A DISTANCE OF 4.00 FEET; THENCE NORTH 0013'31" WEST A DISTANCE OF 10.38 FEET TO A POINT OF CURVATURE ON A CIRCULAR CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 85.00 FEET, THROUGH A CENTRAL ANGLE OF 89'37'54" FOR AN ARC DISTANCE OF 132.97 FEET TO A POINT OF TANGENCY; THENCE NORTH 89'51'25" WEST A DISTANCE OF 23.17 FEET; THENCE NORTH 00'35'52" WEST A DISTANCE OF 45.72 FEET; THENCE NORTH 37'48'42" EAST A DISTANCE OF 88.88 FEET; THENCE NORTH 00'03'45" WEST A DISTANCE OF 79.05 FEET TO AN INTERSECTION WITH THE SAID SOUTH LINE OF THE DRAINAGE EASEMENT; THENCE SOUTH 89'58'30" WEST ALONG SAID SOUTH LINE A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. CONTAINING 62,347.95 SQUARE FEET OR 1.4313 ACRES, MORE OR LESS. LEND CH CHORD SURVEYORS NOTES CHB CHORD BEARING DELTA 1) BY SIGNING AND SEALING THIS DESCRIPTION I HEREBY CERTIFY THAT THE L LENGTH DESCRIPTION OF THE PROPERTY DESCRIBED HEREON WAS COMPLETED UNDER NTP NON-TANGENT POINT MY DIRECTION AND THAT SAID DESCRIPTION IS TRUE AND CORRECT TO THE O.R.B. OFFICIAL RECORDS BOOK BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THE THE P.B. PLAT BOOK DESCRIPTION AND SKETCH WAS MADE UNDER MY RESPONSIBLE CHARGE AND PG. PAGE MEETS THE APPLICABLE STANDARDS OF PRACTICE REQUIREMENTS FOR A P.I.D. PARCEL IDENTIFICATION DESCRIPTION AND SKETCH AS SET FORTH BY THE FLORIDA BOARD OF P.O.B. POINT OF BEGINNING PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 OF THE FLORIDA P.O.C. POINT OF COMMENCEMENT ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA P.C. POINT OF CURVATURE STATUTES. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS FIRM. P.T. POINT OF TANGENCY R RADIUS 2) THE BEARING BASIS FOR THE DESCRIPTION CONTAINED HEREIN IS THE EAST RAW RIGHT OF WAY LINE OF SECTION 26-32S-39E WHICH BEARS NOO'O8'35"E. 00-01S-02E SECTION-TOWNSHIP-RANGE 3) THIS SKETCH EXISTS SOLELY FOR THE PURPOSE OF ILLUSTRATING THE F.D.O.T. FLORIDA DEPARTMENT LEGAL DESCRIPTION TO WHICH IT IS ATTACHED. OF TRANSPORTATION REVISED PER COMMENTS 3/16/24 LEGAL DESCRIPTION & SKETCH Drawn by: Checked by File f 1 rime a�% Scale Drawing Name "This is NOT a Boundary Survey " I DMT I DMT ' `r 9?f 2�Y N/A 7674-DE-Verity.dwg l Masteller, Moler & Taylor, Itie. No. LS5243 1111. PROFESSIONAL SURVEYORS AND MAPPERS * a = ' MMT LAND SURVEYING BUSINESS #4644 / W 111 Pir 1655 27th Street, Suite 2 Vero Beach, Florida 32960 s Phone: (772) 564-8050 Fax: (772) 794-0647 ',DAVID TAYLOR P.S.M'w (SEAL) f //////IIIII1111‘‘\\\ - �u y