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IO 25, 0' 25. 0' <br />I <br />110.00' <br />10' DUE <br />(TYP) p <br />36 <br />25. O' T 25. 0' <br />R <br />HIDDEN RIVER PHASE ONE A <br />A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPIAT Of A PORTION OF TRACTS 1, 2 <br />31, 4A, 13A, 149 159 AND 19A, CRYSTAL SPRINGS COLONY F,RRMS, PLAT 600K 2, PAGE 24 AND A REPEAT OF A PORTION <br />OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK t PAGE 55 <br />CITY OF ZEPFtYRHILLS, PASCO COUNTY, FLORIDA <br />-11 U 'l <br />SHEET 4 <br />58.9'36'S8 "E <br />110.0 <br />0' <br />I _ MA TCH LINE <br />5 OL. <br />o <br />10' DUE <br />(TYP) <br />�N <br />0 <br />Io <br />2 <br />�r <br />329 <br />I <br />�I <br />25. 0' 25. 0' �° I <br />I <br />I <br />I 327 <br />25 0' 25 0. <br />/ (b <br />' SEE SHEET NO. 2 FOR <br />BASIS OF BEARINGS <br />GRAPHIC SCALE <br />0 28 s0 100 <br />( IN FEET ) <br />1 INCH = 50 ' <br />Q •1 NOTE:• <br />ALL DIMENSIONS ARE TO THE HlUNDREWH OF A FOOT. <br />ro 38`"r <br />N <br />�i <br />V <br />CURIE 548LE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD <br />CHORD BEARING <br />C7 <br />105.00' <br />64' 13'55" <br />117.71 ' <br />111.64' <br />N32'30'00'T <br />C14 <br />375.00' <br />641355" <br />420.40' <br />398.73' <br />N32'30'00'E <br />C59 <br />80.00' <br />64'13'55" <br />89.68' <br />85.06' <br />S32'30'00'W <br />C60 <br />130. 00' <br />18'21 51 " <br />41. 67' <br />41. 49' <br />509'33'58 v <br />C61 <br />130.00' <br />23'04'26" <br />5235' <br />52.00' <br />S30' 17'07'W <br />C62 <br />130.00' <br />22'4738" <br />51.72' <br />51.38' <br />S53' 13'09"W <br />C100 <br />240.00' <br />22'47'38" <br />95.48' <br />94.85' <br />N53' 13'09"E <br />C101 <br />240,00' <br />23'04'26" <br />96.65' <br />96.00' <br />N30' 17'07'T <br />C 102 <br />240.00' <br />18'21 '51 " <br />76.92' <br />76.59' <br />N09'33'58 "E' <br />C 104 <br />240.00' <br />14.21 '14 " <br />60. 76' <br />60. 00' <br />N47'43101 "E <br />C108 <br />510.00' <br />05'18'16" <br />47.22' <br />4720' <br />N61'57491E <br />C109 <br />500,00' <br />08'36'09" <br />75.07' <br />75.00' <br />N55'00'37'E <br />C110 <br />510.00' <br />09'36'19" <br />85.50' <br />85.40' <br />N45'54 23"E <br />C235 <br />600.00' <br />37' 41 '51 " <br />394.77' <br />387.69' <br />S 12 '37'57'E <br />C236 <br />510.00' <br />21 '09'19" <br />188.31 ' <br />187.24' <br />S10'5741 V <br />0237 <br />700.00' <br />15' 19'23" <br />187.21 ' <br />186, 65' <br />S 13'52'39 "W <br />C275 <br />240, 00' <br />40'09'08" <br />168.19' <br />164. 77' <br />N20'2736 "E <br />C276 <br />350.00' <br />24'0447" <br />117.09' <br />146.01 ' <br />N52'34'34 "E <br />C277 <br />400. 00' <br />23'30'44 " <br />164. 15' <br />163. 00' <br />N52 *513I IT <br />C278 <br />350.00' <br />40'09'08" <br />245.28' <br />240.29' <br />N20'27367' <br />C279 <br />400.00' <br />40 *43'11 " <br />284.28' <br />278.33' <br />N20'44'38'T <br />C280 <br />510.00' <br />19'33'19" <br />174.06' <br />773.22' <br />NJ ' 191007E <br />C284 <br />240.00' <br />24'04'47" <br />700.86' <br />100.12' <br />N52'34'34 E <br />TANGENT TABLE <br />LINE <br />BEARING <br />DISTANCE <br />T128 <br />N20'45'02 "kY <br />63.18' <br />T129 <br />N25'19'03'E <br />26.77' <br />T130 <br />N04:34'20'T <br />31.96' <br />T131 <br />N61'44'05'E <br />34.00' <br />T132 <br />N22'49'14 "VY <br />45.07' <br />T133 <br />N25'0727"W <br />52.91 ' <br />T134 <br />N3723'40"W <br />27.03' <br />T135 <br />S65'35'15 "W <br />43.59' <br />T136 <br />S34'48'04 "W <br />44. 11' <br />T137 <br />S4625'04"W <br />43.98' <br />T138 <br />516'10'31 "W <br />40.73' <br />T139 <br />521 01 '16'* <br />39.82' <br />T140 <br />S33'2449 "W <br />43.54' <br />T741 <br />S11 *47'39 "W <br />37.84' <br />LEGEND: <br />Lot Corners = 5/8" capped iron rod LB No.6900 <br />Symbol 0 indicates (P.R.M.) Found LB No. 6900 <br />Symbol ■ indicates (P.R.M.) Set LB No.6900 <br />Symbol • indicates (P.C.P.) LB No.6900 <br />(P.R.M.) Permanent Reference Monument <br />(TYP.) = Typical <br />1�� ..r�wr�wrr. .rrrM err arr>r�. .for <br />(P.C.P.) = Permanent Control Point <br />(DUE) Drainage and Utility Easement <br />(DE) = Drainage Easement <br />(R) Radial <br />(NR) = Non Radial <br />(OA) = Overall Dimension <br />(P.O.B.) = Point of Beginning <br />(SWFWMD) = Southwest Florida Water Management District <br />■ ■wwx� <br />COPELAND AND SONS, INC. <br />33W LAND O'LAtMS BLVD. <br />uwo O'i nttl- FLA. 344539 <br />813-9 -4595 <br />013-949-7165 <br />Le NO. 6M <br />SHEET 10 OF 21 SHEETS <br />