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This docutnent prepm'ed by And return to: <br />Indian River County <br />Public Works Department <br />1840 256 Street <br />Vero Beech, F1. 32960 <br />N. <br />Described Parcel <br />(HATCHED) <br />45,651 50. FT. ± <br />R=125.00' <br />3=21'00'00" <br />L=45.81' <br />Cl1D=45.56' <br />C.B.=N10'32'27"E <br />1121'02'27"E <br />43.46' <br />R=175-00' —� <br />.21.00'00" <br />L=64.14' <br />CH0=63.78' <br />C.6.=1110'32'27"E <br />a; <br />tD <br />20 <br />COMPOSITE EXHIBIT ",C" . <br />C -Z _ <br />\-21.38' <br />a) <br />N <br />N . <br />0 <br />0 <br />0 <br />z <br />56' <br />156.00' <br />KINGS HIGHWAY <br />4.1 <br />80' <br />co <br />N <br />SEC770N LINE <br />.N00'02'27"E <br />J 2. Reproductions of this sketch <br />Z are net valid unless It bears <br />the signature' and original raised <br />V seal of a Florida licensed <br />Surveyor & Mapper. <br />11/8l04wcg(PWD)iwd <br />Legend: <br />P.0_0.= POINT OF COMMENCEMENT <br />P.O.B.= POINT OF BEGINNING <br />R = RADIUS <br />D = CENTRAL ANGLE • <br />L = ARC LENGTH <br />CHD =• CHORD <br />. C.B. - CHORD BEARING. <br />P.C: = POINT OF CURVATURE <br />P.T. = POINT OF TANGENCY <br />Notes: <br />1. This is not n survey. <br />s. 3. Bearings shown are based on a <br />P survey by this firm, 10/25/04. <br />Bearing reference: <br />State plane words, NAD 83/90. <br />J 4. This description originated by this <br />surveyor as requested by the client. <br />80' <br />BARING R4SIS <br />)56.00' 80.00' <br />156.00' <br />589'5i'31"8 O <br />Description <br />GRAPHIC SCALE <br />50 100 200 <br />(1N FEET) <br />1 inch=100 ft_ <br />P.C.C. <br />SE. CORNER SECTION 5, <br />7116' 33 SOUTH, RGE. 39 FAST <br />16th 51: <br />A parcel of land Tying in the Southeast 1/4 of the Southeast 1/4 of Section 5, Township 33 South, .Range '39 East, Indian <br />River County, Florida, -lying South of the Main Canal (300' right-of-wdy), being more particularly described. as follows: <br />COMMENCING at the Southeast corner of said Section 5, proceed. South 89' 54' 31 West along the South line of said <br />Section 5 a distance of 156.0D feet to the POINT OF BEGINNING; thence continue South 89' 54' 31" West along said <br />Section line, a distance of 89.50 feet; thence departing said line, North 00' 02' 27" Eost, parallel to the East line of <br />said Section 5, a distance of 122.05 feet to the point of curvature (p.c.) of a curve concave Southeasterly, having a radius <br />of 175.00 feet; thence proceed Northeasterly along the are -ofsaid curve, through a central angle of 21' 00' 00", a <br />distance of 64.14 feet to the point of tangency (p.t.) of said curve; thence North 21' 02' 27" East a distance of 43.46 <br />feet to the p.c. of a curve concave Northwesterly, having oradius of 125.00 feet; thence proceed Northeasterly along the <br />arc of said curve, .tl�sough a central angle 'of 21". 00' 00" , o distance of 45.61 feet to the p.t. of said curve- • thence <br />North 00' 02' 27" •East, parallel to said East. line of Section 5, a distance of 297.33 feet; thence North 58' 22' 11"West <br />o distance of 93.11 feet 'to a point on the South right-of-wdy of the Main Canal;' thence North 69' 21' 32" East'a <br />distance of 142.50 feet td a point' being 156:00 feet West of .sold Eost line of Section 5; when measured at right angles <br />thereto; thence South 00' 02' 27" West, parallel to said East line of Section 5, a distance of 666.35 feet to the POINT <br />OF BEGINNING. <br />Containing an area of 45,651 square feet, more or less:•• <br />Sketch of Description Segovia Lakes. <br />William B. Zentz & Associates, Inc. <br />Professional Surveyors&Mappers <br />GERTIHCATE Or AUT11aRIZATIDN (LB) fio. 9840 <br />684 Old. Dixie Highway <br />Vero beach, FI 32962 <br />Phone: (772) 567-7552 <br />Fox : (772) 567-4.751 <br />Y <br />WILLMM a ZEN ✓ <br />REGI5TERED rA ' 5 '' "R No. 5276 <br />STAR_ 0r no: rA <br />,106 No_ <br />106-051 <br />114 TE <br />10/28/04 <br />SNEET OF <br />t 1 <br />