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, LAND\ <br />SUFFER -X} <br />DETAIL _ x <br />SW CORNER SE 114 <br />114 SECTION 24-26-27 /) <br />( � 1 <br />7 <br />r> �J <br />0.41 ' 1911E R.J--�•-w.,�,..,� �' �•U �-'' ! E� �• <br />Sad410.00 <br />Ti35 <br />4 0- <br />Ne <br />G <br />000000 <br />\ 332 <br />3 , rRACr "S" <br />o\ WETLANDAREA NSERVA RON <br />6`r 36 00 <br />T / <br />\ CO. <br />T \ \ <br />n <br />Y � <br />N�'DETA <br />IL E L E I D \ ' ��' <br />S\ <br />\ � -z- r\ <br />7.38 \ 'A <br />© - - - S89 36'08' E \ - \ S!)UTH BOUNDARY SE 114 SECT W 24-25-21 \ <br />tow <br />15.33' , f1t tvVfi/�?�uvAR N� 1ll� z.�!'_ZJ''.'.r _ ..... `.._,_ <br />SEE SHEET NO. 2 FOR <br />BASS OF BEARINGS <br />HIDDEN RIVER PHASE ONE A <br />k PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A RERLAT Of A PORTION OF TRACTS 1, 2 <br />39 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPEAT Of A PORTION <br />OF TRACTS 108, 117 AND 1249 ZEPHYRHILIS COLONY COMPANY, PLAT 84QK 1 PAGE 55 <br />CITY OF ZEPHYRHILL3, PASCO COUNTY, FLORIDA <br />332 <br />324 <br />23.02' <br />E � <br />r <br />334 � zW <br />ao 00 65 -z <br />00 <br />6D• i o� o \ \ fi, w <br />333 <br />T <br />;0000* <br />NW CORNER NE 114 <br />SECTION 25-26-21 <br />._ � � _ � � >� 'tea► �P� �. 2y0 -� <br />LEGEND: <br />Lot Corners = <br />5/8" capped iron rod LB No.6900 <br />Symbol 0 <br />indicates (P.R.M.) Found LB No. 6900 <br />Symbol ■ <br />indicates (P.R.M.) Set LB No.6900 <br />Symbol • <br />indicates (P.C.P.) LB No.6900 <br />(P.R.M.) = <br />Permanent Reference Monument <br />(TYP.) = <br />Typical <br />(P.C.P.) = <br />Permanent Control Point <br />(DUE) = <br />Drainage and Utility Easement <br />(DE) = <br />Drainage Easement <br />(R) = <br />Radial <br />(NR) = <br />Non Radial <br />(OA) r <br />Overall Dimension <br />(P.O.B.) = <br />Point of Beginning <br />(SWFW,MD) = <br />Southwest Florida Water Management District <br />I <br />I <br />I <v <br />100 <br />I� <br />IN <br />O <br />r <br />I� <br />m <br />� <br />N <br />I <br />��O <br />A co <br />.,000' <br />00000' <br />5Ji <br />T113 <br />ti <br />I \I1 <br />GRAPHIC SCALE <br />0 25 so 100 <br />( IN FEET } <br />1 INCH = 50 ' <br />CI <br />I <br />-L <br />CURVE TABLE <br />CURVE ; <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD <br />CHORD BEARING <br />C 10 <br />200. 00' <br />16' 12'39 " <br />56. 59' <br />56. 40' <br />N33'29 22 V <br />C 11 <br />200. 00' <br />11'28'38" <br />40 06' <br />40 00' <br />NJ ' 0722'W <br />C 12 <br />204. 00' <br />04'59'04 " <br />17 40' <br />17.39' <br />N39'21 '13 "W <br />068 <br />175.00' <br />11*22'14" <br />34.73' <br />34.67' <br />S36'09'37'E <br />C69 <br />17.5, 00' <br />05'05'28" <br />15.55' <br />15.54' <br />S27'5546E <br />C72 <br />25. 0' <br />90'00'00" <br />39 27' <br />35.35' <br />5193657"W <br />C108 <br />510 00' <br />05' 18'16" <br />4722' <br />4720' <br />N6I *57'49"E <br />C215 <br />15.00' <br />92'29'34" <br />24.21 ' <br />21.67' <br />N12' 1620 0E <br />C216 <br />80&00' <br />14'.5676" <br />208.65' <br />208.06' <br />N2630'090W <br />C217 <br />16. 00' <br />56'09'13" <br />15. 6`8' <br />15. 06' <br />S53 `27.3'9 "E <br />C235 <br />600. 00' <br />37'41 '51 " <br />394.77' <br />387 6.9' <br />S12'37'57E <br />NOTE: <br />AU DIMENSIONS ARE TO THE" H11AVREPW OF A FOOT. <br />TANGENT TABLE <br />LINE <br />BEARING <br />DISTANCE <br />T103 <br />S25 231031E <br />13.75' <br />T110 <br />N6528'15'1N <br />74.43' <br />T111 <br />N46'31 '56 V <br />59.66' <br />T112 <br />N54'11'34'1N <br />53.04' <br />T113 <br />S87'26'07 "W <br />42.57' <br />T114 <br />SO4*06'11 "W <br />58.52' <br />T115 <br />S21'03'321F <br />47.61 ' <br />T124 <br />N58'31 '07"E <br />30.82' <br />T 125 <br />N33'58 27'1N <br />54.89' <br />T126 <br />N1901'51'1N <br />5.41' <br />T127 <br />N57*28'12'1N <br />17.98' <br />T128 <br />N20'45'02'W <br />63.18' <br />T129 <br />N25' 19'0.3 "E <br />26.77' <br />T130 <br />N04 34'20'E <br />31.96' <br />T131 <br />N61'44'05'E <br />34.00' <br />T132 <br />N2249'14 "W <br />45.07' <br />T133 <br />N25'0727"VY <br />52.9 1' <br />T134 <br />N37'23'40'1N <br />27.03' <br />T135 <br />S8535'15"W <br />43.59' <br />T136 <br />S34 48'04 W <br />44. 11 ' <br />T137 <br />S46 25'04 "W <br />43.98' <br />T138 <br />S16'10 JI "W <br />40.73' <br />T139 <br />S21'01'16"W <br />39.82' <br />7*140 <br />S332449"W <br />43.54' <br />T141 <br />S11'4739"W <br />37.84' <br />T142 <br />S29'01 '14 "E <br />37.96' <br />T143 <br />S32100'16 "W <br />38.52' <br />T144 <br />SOO50'08"E <br />44.48' <br />T145 <br />S23'13'37'E <br />38.28' <br />T146 <br />S3o'10'46"E <br />31.72' <br />T147 <br />S79°30'31 "E <br />39.40' <br />T148 <br />N78'04'45'E <br />21.59' <br />T749 <br />N78704'45E <br />47.64' <br />T150 <br />N11 '1341 'E" <br />70.09' <br />T151 <br />N194531 "W <br />38.77' <br />T152 <br />N55'4936'E <br />67.60' <br />T153 <br />525 23'03 "E <br />112.99' <br />T154 <br />S25'23'03"E <br />14.90' <br />T155 <br />N64 3657"E <br />60.99' <br />IVA TCH LINE <br />SHEET 7 <br />COPELAND AND SONS, INC. <br />3= LAND O'LAKES BLVD. <br />LAND 8 ES FLAA9 639 <br />813-949-7165 <br />Le NO. 6 <br />SHEET 6 OF 21 SHEETS <br />1■ 1■low®�I I� �I� <br />