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LEGEND: <br />Lot Corners = 5/8" capped iron rod LB No.6900 A PORTION <br />Symbol 0 indicates (P.R.M.) Found LB No. 6900 <br />Symbol ■ indicates (P.R.M.) Set LB No.6900 39 4A9 1 3A <br />Symbol indicates (P.C.P.) LB No.6900 <br />(P.R.M.) = Permanent Reference Monument <br />(TYP.) = Typical <br />(P.C.P.) = Permanent Control Point <br />(DUE) = Drainage and Utility Easement <br />(DE) = Drainage Easement <br />(R) = Radial <br />(N'R) = Non Radial <br />(OA) = Overall Dimension <br />(P.O.B.) = Point of Beginning <br />(SWFWMD) = Southwest Florida Water Management District <br />NOTE <br />ALL DIMENSIONS ARE 70 THE HUNDREDTH OF A FOOT. <br />HIDDEN <br />RIVER PHA SE <br />ONE <br />A <br />OF SECTIONS 24 AND 25 TOWNSHIP <br />26 SOUTH, RANGE 21 EAST AND A REPEAT <br />OF A PORTION OF TRACTS 1, 2 <br />149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK <br />2, PAGE 24 <br />AND A k2EPLAT OF A PORTION <br />OF TRACTS 108, 117 AND 124, ZEPWYRHtLLS GOLdNY COMPANY, PLAT <br />BOOK 1 <br />PAGE 55 <br />CITY OF <br />ZEPHYRHILLS, PASCO COUNTY, <br />FLORIDA <br />CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />I CHORD <br />CHORD BEARING <br />C262 <br />205.00' <br />85.20'58" <br />1 305.37' <br />277.91 ' <br />1 S11.11 '36"W <br />n <br />SEE SHEET NO. 2 FOR <br />BASIS OF BEARINGS <br />TANGENT TABLE <br />LINE <br />BEARING <br />DISTANCE <br />T21 <br />N82'4236 "W <br />22. 11' <br />T22 <br />S815241 "W <br />34.75' <br />T23 <br />S5423'09 "W <br />30.63' <br />T24 <br />S74 29'11 W <br />31.10' <br />T25 <br />S82.49'15 "W <br />37.97' <br />T26 <br />S73'30'54 "W <br />26.78' <br />T27 <br />S66'0356'W <br />25.57' <br />T28 <br />S24 06'18"W <br />16.32' <br />T29 <br />S 19'03'521F <br />29.46' <br />T30 <br />S38'0521 "W <br />31..37' <br />T31 <br />S73'30'34 "W <br />13.66' <br />T32 <br />S33'41 'GJ"W <br />17.07' <br />T33 <br />S58'09'21 "W <br />31.87' <br />T34 <br />N88.4344'1N <br />26.37' <br />T35 <br />S66'31 '35 "W <br />27. 66' <br />T36 <br />S20'29'40 AW <br />42. 05' <br />T37 <br />S54`05'57'* <br />42.74' <br />T38 <br />S82' 1828 "W <br />28.17' <br />T39 <br />S4824'13"W <br />38.73' <br />SHEET 20 SHEET 19 <br />MATCH LINE MATCH LINE ,A-� �# ,lg`� <br />6.30 1� <br />, D BUFFER , <br />5 4s3?< gWN- 94.90 <br />, TRACT "C 8106 , — ss •02 52 w <br />DRAINAGE EASEMENT <br />54 29 W <br />13 . <br />4. <br />r �4� S?/ <br />� � / t 0. <br />J 324 <br />587.45'32 " <br />36.64' <br />-k` ,o <br />TRACT V n <br />WETLAND CDNSERVARON AREA <br />,A� <br />33 . <br />T34 <br />=5 y9 A/ �. <br />TRACT "C" ''W- N <br />WETLAND BUFFER <br />i" X- <br />& � SCR# �' 2 <br />929'i N844828_'Wsi.� <br />B3 89' f k9 <br />254P .. 20'S6c- l - N85`14'02_"W S8934'53"W ' P <br />_ -*2 yy S80 E2 B2' ..t _ - --` <br />' 61.56'• 't - 61.45 55.85' 22 <br />�'U4 TCH LINE MA TCH LINE <br />SHEET 8 SHEET 21 <br />k <br />GRAPHIC SCALE <br />0 25 50 100 <br />IN FEET ) <br />I INCH = 50 ' <br />is <br />COPELAND AND SONS, INC. <br />33M maus . <br />1AW 3' <br />813-949-7165 <br />Le NO. 89W <br />SHEET 18 OF 21 SHEETS <br />