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PARCEL 16A LEGAL DESCRIPTION A part of the N . E . 1 / 4 of Section 7 , Township 33 South , Range 39 East , according to the last general plat of the o lands of the Indian River Farms Company recorded in Plat Book 2 , Page 25 of the Public Records of St . Lucie County , o Florida , described as follows : N Commence at the intersection of the East line of Section 7 and the North line of the Main Relief Canal and run S69022 ' 39 "W , along the North line of the Main Relief Canal , a distance of 138 . 38 feet to the POINT OF BEGINNING . Then continue o S 69 ' 22239 " W , along the North line of the Main Relief Canal , a distance of 211 . 33 feet to a point . Thence run N 20037 ' 21 " W a distance of 150 . 00 feet to a point . Thence run Q N 69022 ' 39 " E , parallel to and 150 feet North of the North line of the Main Canal , a distance of 259 . 71 feet to > a point on the westerly right of way line of the proposed 66th Avenue . Thence run 3 S 2 ' 46 ' 19 " E a distance of 121 . 74 feet to the point of curvature of an 8530 — foot radius curve , concave to the West , 3 having a chord bearing and distance of S 2' 39 ' 05 " E 35 . 87 feet . Thence run Q Southeasterly , along the curve , through a central angle of 0' 14 ' 27 " , a distance of 35 . 87 feet to the POINT OF BEGINNING . i Containing 35 , 333 . 41 square feet , more or less , or 0 . 81 acres . 3 Now lying in Indian River County , Florida . 3 O CrLi a LO Ujx r U LEGEND SURVEYOR ' S NOTES Cr CL CB = CHORD BEARING P . S . M . = PROFESSIONAL 1 . THIS SKETCH OF DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF COR = CORNER SURVEYOR AND THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON . o L=ARC LENGTH MAPPER 2 . THIS SKETCH OF DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM C) O . R . B . = OFFICIAL RECORDS BOOK P .T. = POINT OF TANGENT TECHNICAL STANDARDS AS ESTABLISHED IN CHAPTER 611317 - 6 , FLORIDA ADMINISTRATIVE CODE . P . B . S . = PLAT BOOK St . LUCIE COUNTY R = RADIUS Y P . C . = POINT OF CURVATURE SEC = SECTION 3 . THIS SKETCH OF DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY. THEREFORE P . C . N .T. = POINT OF CURVATURE NON —TANGENT THERE MAY BE EASEMENTS , RESTRICTIONS , RESERVATIONS OR RIGHT OF WAYS NOT SHOWN HEREON , `'' P . I . D . = PARCEL IDEM IFICATIOtd NUMBER T. C . E . =TEMPORARY BUT MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. i P . O . B . = POINT OF BFGIN;� ING CONSTRUCTION 4 . THIS SKETCH OF DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY SURVEY FOR PETER z ROBINSON , PREPARED BY CARTER ASSOCIATES , INCORPORATED , ON THE DATE OF MARCH 16 , 1987 . w P . O . C . = POINT OF Cc� M1v1EtJCF_MENT EASEMENT 5 . BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF SECTION 7 , TOWNSHIP 33 SOUTH , PROP = PROPERLY ' Q = CENTRAL OR DELTA RANGE 39 EAST, AS HAVING AN ASSUMED BEARING OF S00' 24 ' 07 "W , c� CERTIRCri ION ANGLE S veyor and Ma per in responsible charge 716w r • J David M . Silon P . S . M . Date o Florida Regist , tion No . P . S . M . 6139 a Indian River Assistant County Surveyor NOT COMPLETE WITHOUT SHEET 2 OF 2 . Q NDIAN RIVER COUNTY ADMINISTRATION BUILDING RR DRAWN BY: isao COUNTY ADMINISTRATION /ND/AN R/VER COUNTY SECTION 7 SHEE-r 9. ROACH SKETCH AND DESCR/PT/ON OF VERO BEACH , FL 32960 Department of Public Works APPROVED BY: TOWNSHIP 335 (772) 567 - 8000 < � oP Engineering Division D, SIL ON RANGE 3gE 66TH AVENUE R/W ACOU/S/T16W COMPOSITE EXHIBIT " A " - page 6