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This document prepared by rind return to: 11/8/04wcg(PWD)jwd Indian River County Public Works Department 1840 25h Street Vero Beech, Fl. 32960 COMPOSITE EXHIBIT I ',C " C-2 _ Legend . MP►N -c of 32"E I I 9 425p' 21 .36' ' P.O.B. = POINT OF BEGINNNOEMENT I Ns9// RADIUS EE14TRAL ANGLE 5317 156 .00 CHD = CHORD LENGTH / C.B. = CHORD BEARING. / i I P.C. POINT OF CURVATURE I P.T. — POINT OF TANGENCY � I rn/ I >: N Go Described Pardeltoi oI (HATCHED) ID 1 (� � I Notest 45,651 SQ. FT, I Z � J 1 . This is not a survey. l 2. Reproductions of this sketch 1>) Z are not valid unless It bears the signature and original raised Q V seal of a Florida licensed Surveyor do Mapper. b I ) a 3. Bearings shown are based on a ^m survey by this firm, 10/25/04. ( Bearing reference: z I I State plane coords, NAD 63/90. R= 125.00' I ; Q 4. This description originated by this Af 2100'DO" Wit` i Q surveyor as requested by the client. L= 45. 51P T. N I I W Clio=45. 56' I I C.B.=N10'32'27"E b I OQ n � R o I to 10 GRAPHIC SCALE 1421 'D2'27"E 43.48' /� z i N 0 50 100 200 0 R=175.00' — A=21 '00'00" / Z Le64. 14' I ( (IN FEET) CHD=63.78' I C.B.=141032'27"E20 56 , 80 80' 1 inch- 100 fL Lo N t , P.00ce Ni SE CCRAR SECTM 50 P i TN?. 33 soUme RGE. 38 Mr z � I SECTION UNE 9.501 . 16th 16th ST. HEARING BASIS =P60BW 158.00' S89'5 31 " Description A parcel of land lying ' in the Southeast 1 /4 of the Southeast 1 /4 of Section 5, Township 33 South, Range 39 Eosl, Indian River County, Florida, -lying South of the Main Carol (300' right—of—wdy), beingg more particularly described. as follows: COMMENCING at the Southeast comer of said Section S. proceed. South 89' 54' 31 West olono the South line of said Section 5 a distance of 156.00 feet to the POINT OF BEGINNING; thence continue South 89' 54' 31 " West olori$ sold Section line, a distance of 89.50 feet; thence departing said line, North 00' 02' 27" East, parallel to the East line of said Section 5, a distance of 122.05 feet to the point of curvature (p.c.) of a curve concave Southeasterly, having a radius of 175.00 feet; thence proceed Northeasterly along the are -of said curve, through a gentral angle of 21 ' 00' 00% a distance of 64. 14 feet to the point of tangency (p.t.) of said curve; thence North 21 ' 02 27 East a distance of 4146 feet to the p.c. of a curve concave Northwesterlyy, having a radius of 125.00 feet; thence proceed Northedaterly along the aro of said curve, lhpough o bentral angle of 21 ' 00' 00", a distance of 45.81 feet to the PA. of said curve; thence North 00' 02 27" E at, araHal to said East line of Section 5, a distance of 297.33 feet; thence North 50' 22' 11 ". West a distance of 93. 11 feet 'to a point on the South right—of—way of the Main Canal; thence North 69' 21 ' 32" East a distance of 142.50 feet to a point being 156.00 feet West of said East fine of Section 5, when measured at right angles thereto; thence South 00' 02' 27" West, parallel to said East line of Section 5, a distance of 866 .35 feet to the POINT. OF DEGINNINO. Containing an area of 45 ,651 square feet, more or less. sketch of Description aggovia Lakes . William B. Zentz & Associates, Inc. 106 051 Profs AV79111 Sturveyors&Mep_ �p_e_r6 CMn"CATE Or AUTHORIZATION (13!) Am 6040 DA TE 10/28/04 684 Old . Dixie Highway Vero Beach , FI 32962 Phone : ( 772) 567-7552 WILLNM B ZEN SHEET of REGISTERED LAS • R No. 5276 Fax : (772) 567 — x.751 STtl7E of rLv A 1 1