Laserfiche WebLink
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 0 <br />indicates (P.R.M.) Set LB No.6900 <br />Symbol 0 <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) = <br />Overall Dimension <br />(P.O.B.) = <br />Point of Beginning <br />(SWFWMD) = <br />Southwest Florida Water Management District <br />MOM. <br />HIDDEN RIVER PHASE ONE A <br />A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A <br />3, 4A, 13Aj 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK, 2, PAGE 24 AND <br />OF TRACTS 108, 117 AND 124, ZEPHYRHJLLS COLONY COMPANY, PLAT BOOK 1 PAGE <br />CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA <br />ALL DIMENSIONS ARE TO WE HUNDRE97H OF A FOOT. <br />CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD <br />CHORD BEARING <br />C262 <br />205.00' <br />85*20'58" <br />J05.37' <br />277.91' <br />511*11'36'* <br />I <br />SEE SHEET NO. 2 FOR <br />BASIS OF BEARINGS <br />PORTION OF TRACTS 1, 2 <br />A REPLAT OF A PORTION <br />55 <br />TANGENT TABLE <br />LINE <br />BEARING <br />DISTANCE <br />T2 I <br />N82*4236W <br />22. 11' <br />T22 <br />58 1'524 1 V <br />34.75' <br />r23 <br />S5423'09'* <br />JO. 6J' <br />T24 <br />S74 *29'11 V <br />31. 10' <br />T25 <br />S82*49'15"W <br />J7.97' <br />T26 <br />S73*30'54 V <br />26.78' <br />T27 <br />S66*03'56 V <br />25.57' <br />T28 <br />S24*06'18"W <br />16.32' <br />T29 <br />S 19 10J'52'E <br />29,46' <br />TJO <br />S38*05'21 V <br />31.37' <br />TJ I <br />S73'30'34 V <br />13. 66' <br />T32 <br />S33*4 I 'OJ'* <br />17.07' <br />TJJ <br />S58'09'2 I V <br />31.87' <br />r34 <br />N88'43'44'* <br />26.37' <br />T35 <br />S6673 1 '35 "W <br />2766' <br />T36 <br />S20'29'40 "W <br />42.05' <br />T37 <br />S54'05'57"W <br />42.74' <br />T38 <br />S82'1 828 V <br />28,17' <br />T39 <br />548*24'13"W <br />1 38.73 1 <br />SHEET 20 SHEET 19 <br />MA TCH LINE MA TCH LINE R, X 4 0 <br />71;v <br />(a <br />'x <br />9605 <br />. JA. 4 <br />y�5 � , �''`� � -+- g�FFE o <br />WEIVNQ <br />94. <br />TRACT V 5qT. 6 ---A- S8, '0252W <br />DRAINAGE GE EASEMENT T <br />23 J- <br />134. <br />CO / <br />VV <br />0) <br />ZI <br />4)k, <br />324 <br />L4 �74t5l'32 <br />36.64' <br />A - <br />TRACT "C" <br />k*7LAND <br />CONSERVA-770N AREA <br />A� <br />X/ <br />T34 <br />(b <br />�cb <br />TRACT "C" <br />5 <br />WETLAND BUFFER 566' <br />P <br />30 <br />9 <br />°-Jrg 1V844828 <br />I W <br />53 89 <br />15 �p <br />. t' IV85'74'02"W <br />-6�8254�92"W S80-20-56M -1 S89'34'53"W <br />M <br />MA TCH LINE A TCH LINE <br />SHEET 8 SHEET 21 <br />GRAPHIC SCALE <br />0 25 so 100 <br />( IN FEET ) <br />1 INCH = 50' <br />as <br />COPELAND AND SONS, INC. <br />1300 L 0ja 01WM M\0. <br />LAW ES, FM 3"M <br />SHEET 18 OF 21 SHEETS <br />