|
EASEMENT LEGAL DESCRIPTION
<br /> AN INGRESS- EGRESS EASEMENT ACROSS PART OF THE SOUTHEAST 1 /4 OF THE NORTHEAST 1 /4 AND THE NORTHEAST
<br /> 1 /4 OF THE NORTHEAST 1 /4 7 1
<br /> OF SECTION 18, TOWNSHIP 31 SOUTH , RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY
<br /> DESCRIBED AS FOLLOWS:
<br /> COMMENCING AT THE SOUTHEAST CORNER OF THE WEST 1 /2 OF THE NORTHEAST 1 /4 OF SECTION 18, TOWNSHIP
<br /> 31 SOUTH , RANGE 39 EAST ALSO
<br /> BEING THE SOUTHWEST CORNER OF THE SOUTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 18, TOWNSHIP
<br /> 31 SOUTH , RANGE 39 EAST, INDIAN
<br /> RIVER COUNTY, FLORIDA, RUN NORTH 00'09139" EAST ALONG THE WEST UNE OF SAID SOUTHEAST 1 /4 OF
<br />THE NORTHEAST 1 /4 A DISTANCE OF
<br /> 1285. 28 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE NORTH 00'09'39" EAST
<br /> A DISTANCE OF 80. 00 FEET; THENCE
<br /> DEPARTING SAID WEST LINE, RUN NORTH 89'28'38" EAST A DISTANCE OF 198. 64 FEET TO A POINT OF
<br /> CURVATURE; THENCE RUN 41 . 02 FEET ALONG
<br /> THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 89. 46 FEET, A CENTRAL ANGLE
<br /> OF 2681618" AND A CHORD OF 40. 66 FEET
<br /> WHICH BEARS NORTH 76'20'28" EAST TO A POINT OF REVERSE CURVE; THENCE RUN 114. 37 ALONG THE ARC
<br /> OF A CURVE TO THE RIGHT, SAID
<br /> CURVE HAVING A RADIUS OF 249. 46 FEET, A CENTRAL ANGLE OF 2616906" AND A CHORD OF 113. 37
<br /> FEET WHICH BEARS NORTH 76020'22" EAST TO
<br /> A POINT OF TANGENCY, THENCE RUN NORTH 89'28938" EAST A DISTANCE OF 231 . 68 FEET TO A POINT
<br /> OF CURVATURE; THENCE RUN 102. 36 FEET
<br /> ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 120. 00 FEET, A CENTRAL ANGLE OF
<br /> 48052124" AND A CHORD OF 99. 28 FEET
<br /> WHICH BEARS SOUTH 66 '05'10" EAST TO A POINT OF INTERSECTION WITH A NON - TANGENT LINE; THENCE
<br />RUN SOUTH 0013' 17" WEST ALONG SAID
<br /> NON - TANGENT LINE A DISTANCE OF 163. 09 FEET TO A POINT ON A NON - TANGENT CURVE; SAID POINT
<br />ALSO BEING ON THE NORTH RIGHT- OF- WAY
<br /> OF BAILEY DRIVE AS SHOWN ON THE PLAT OF SEBASTIAN HIGHLANDS, UNIT 9, AS RECORDED IN PLAT
<br /> BOOK 6, PAGE 36 OF THE PUBLIC RECORDS
<br /> OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN 49. 65 FEET ALONG THE ARC OF SAID NON- TANGENT CURVE
<br /> TO THE LEFT, SAID CURVE HAVING A
<br /> RADIUS OF 435. 64 FEET, A CENTRAL ANGLE OF 6'31149" AND A CHORD OF 49. 63 FEET WHICH BEARS
<br />NORTH 83'57'41 " WEST TO A POINT OF
<br /> INTERSECTION WITH A NON- TANGENT UNE, THENCE RUN NORTH 0013'17" EAST ALONG SAID NON- TANGENT LINE A
<br /> DISTANCE OF 77. 96 FEET TO A
<br /> POINT OF CURVATURE; THENCE RUN 63. 35 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A
<br /> RADIUS OF 40. 00 FEET, A CENTRAL ANGLE
<br /> OF 90'44' 32" AND A CHORD OF 56. 93 FEET WHICH BEARS NORTH 45'09'06" WEST TO A POINT OF
<br />TANGENCY; THENCE RUN SOUTH 89 '28'38" WEST A
<br /> DISTANCE OF 231 . 68 FEET TO A POINT OF CURVATURE; THENCE RUN 77. 69 FEET ALONG THE ARC OF A
<br /> CURVE TO THE LEFT, SAID CURVE HAVING A
<br /> RADIUS OF 169. 46 FEET, A CENTRAL ANGLE OF 2616 '03" AND A CHORD OF 77. 01 FEET WHICH BEARS
<br /> SOUTH 76'20' 36" WEST TO A POINT OF
<br /> REVERSE CURVE; THENCE RUN 77. 69 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING
<br /> A RADIUS OF 169. 46 FEET, A CENTRAL
<br /> ANGLE OF 26'16'03" AND A CHORD OF 77. 01 FEET WHICH BEARS SOUTH 7670636' WEST TO A POINT
<br /> OF TANGENCY; THENCE RUN SOUTH 89 '28' 38"
<br /> WEST A DISTANCE OF 199 . 59 FEET TO THE POINT OF BEGINNING,
<br /> GENERAL NOTES*
<br /> 1 . UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
<br /> MAPPER THIS DRAWING! SKETCH,
<br /> PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
<br /> 2, LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS- OF- WAY, EASEMENTS
<br /> OF RECORD, RESERVATIONS,
<br /> OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING REGULATIONS OR SETBACK LINES, LAND USE PLAN DESIGNATION,
<br /> ADJOINING DEEDS OR
<br /> MURPHY ACT DEEDS. THIS SURVEY IS NOT INTENDED TO DELINEATE WETLANDS, LOCAL AREAS OF CONCERN OR ANY
<br /> OTHER JURISDICT70NAL
<br /> DETERMINATION.
<br /> Ql 3. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR. DESCRIPTION AS SHOWN
<br /> HEREON WAS PREPARED BY THE
<br /> SURVEYOR AND MAPPER.
<br /> �D TIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN ON THIS SKETCH.
<br /> CD 4. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 (NAD
<br /> 83/90), AND
<br /> (NJ PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901). DIMENSIONS SHOWN HEREON ARE IN
<br /> GRID AND DISPLAYED IN U. S.
<br /> SURVEY FEET.
<br /> 5, THIS IS A SKETCH OF LEGAL DESCRIPTION ONLY.
<br /> co
<br /> CARTER ASSOCIATES INC.
<br /> O CONSULTING ENGINEERS AND LAND SURVEYORS
<br /> 1708 21st STREET 772-562-4191 (PHONE) DAVID E LU E, P. S. M. SIGNATURE DATE
<br /> VERO BEACH, FLORIDA 32960 772-562- 7180 (FAX) FLORIDA LICENSE No, 5728
<br /> CARTER ASSOCIATES, INC. LB 205 SHEET 1 OF 2
<br /> o�
<br /> S : \P\02 - 12plat\dwg\0212E- ESMNT. dwg , 07/30/2003 08 : 34 : 51 AM , DEI. , EXHIBIT "A "
<br />
|