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18.08f 25.00' SHEET J <br />MA TCH LINE <br />S89*4O'43"E <br />.3,3.0.9' <br />N o <br />WEST BOUNDARY OF <br />NW 114, SE114 SEC77ON <br />24-26-ZI <br />10,00 <br />10' BUFFER/DRAINAGE AND <br />LANDSCAPE EASEMENT <br />29.04' S89*40'43"E <br />91.0,9, <br />O 1-4 <br />VOL <br />WQ <br />(4 <br />UN <br />rk <br />335 <br />I <br />28 <br />(z) <br />�'Lw <br />589:J6 P56 j <br />109.99 <br />NW CORNER SW <br />714 <br />SE 714 SEC77ON <br />--\1 <br />24-26-21 <br />In <br />------------- <br />lk <br />29 <br />189 -J6 -S8 <br />109.99' <br />30 <br />10' BUFFER/DRAINAGE <br />AND <br />LANDSCAPE EASEMENT--'"l <br />Flo =-- -, <br />THE EMERALD POINTE <br />RV RESORT PHASE ONE <br />PLAT BOOK 34, PAGES 87-90 <br />LQ <br />326 <br />S89*40'43"E <br />I <br />DAWSON CHASE DRIVE(ravi"401' CZ� <br />195.08' 270. 00' <br />tc) <br />it 85,031 <br />. . . .......... . . .. .. _T <br />?5. 0' 25. 0' <br />it ..4 <br />121 <br />759.4 1 ' <br />70,5.56' <br />GRAPHIC SCALE <br />0 25 so too <br />IN FEET <br />I INCH = 50 <br />SEE SHEET NO. 2 f-OR <br />BASIS OF BEARINGS <br />-7/1 -- -- -- + <br />CURVE TABLE <br />CURVE <br />RADIUS <br />DEL TA <br />LENGTH <br />CHORD <br />CHORD BEARING <br />C1 <br />200. 00' <br />45*01'39" <br />157.17' <br />153. 16' <br />S22 ' 0810 1 -E <br />C2 <br />75. 00' <br />89*56'15" <br />11773' <br />106. 0 1' <br />N45*21'10't <br />CJ <br />75, 00' <br />44'5807" <br />58.86' <br />57.36' <br />IV22'52'06"E <br />C4 <br />75.00' <br />44*58'07" <br />58.86' <br />57.36' <br />N67'50'13't <br />C44 <br />100.00' <br />11'52'50" <br />20.73' <br />20.70' <br />M84*2252t <br />C45 <br />50.00' <br />89*56'15" <br />78.48' <br />70.67' <br />N45*21'10'E' <br />C46 <br />25.00' <br />90*03'45" <br />39.30' <br />35.37' <br />S44*38'50"E <br />C47 <br />25.00' <br />89*56'15" <br />39.24' <br />35.34' <br />N45*21'10't <br />C48 <br />25-00' <br />90*03'45" <br />39. JO' <br />35.37' <br />S44*38'50'Z- <br />057 <br />100.00' <br />22'23'26 " <br />37. JJ' <br />J7.12' <br />S I 1'04'45"W <br />C58 <br />210.00' <br />2 1'39'09" <br />79.36' <br />78.89' <br />S 11 * 4224 V <br />C222 <br />25.00' <br />63*23'08" <br />27.66' <br />26.27' <br />S12'57'16't <br />C223 <br />2500' <br />66'25'19" <br />28.98' <br />2739' <br />S1 1'26'7 I't <br />C224 <br />25.00' <br />03*02'10" <br />1.32' <br />1,32' <br />S2O'15'23"W <br />C225 <br />225. 00' <br />36 '54'53 " <br />144.96' <br />142.47' <br />S26 ' 11'24 It <br />0226 <br />175. 00' <br />45'0 1 'J9 " <br />I37.53' <br />I34.02' <br />S22 '0810 1 "E <br />C227 <br />25. 00' <br />66*25'19" <br />28.98' <br />27.39' <br />577*5 1'JO 'E* <br />0228 <br />100,00' <br />21'2326" <br />37.33' <br />J7.12' <br />1V79*37'34`E <br />C229 <br />100.00' <br />09 *30'J6 " <br />16.60' <br />16.58' <br />N73'4 11091E <br />C274 1 <br />175. 00' 1 <br />10 *26'11 " 1 <br />31.88' 1 <br />31.83' 1 <br />SO4*50'17T <br />NOTE.' <br />ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT <br />110.00' <br />LrI Lf) 31 <br />awl 99 <br />E892658 "E LEGEND: <br />cl: 109s9, Lot Corners 5/8" capped iron rod LB No.6900 <br />Symbol 0 indicates (P.R.M.) Found LB No. 6900 <br />10' DUE 110. 00$ <br />Q) (TYP) Symbol 0 indicates (P.R.M.) Set LB No.6900 <br />10' DUE <br />Symbol indicates (P.C.P.) LB No.690032 --<TYP) (P.R.M.) = Permanent Reference Monument <br />,.j co 4 100 ry (TYP.) = Typical <br />a0_'_36'58 "E (P.C.P.) = Permanent Control Point <br />I 0g. 99, (DUE) = Drainage and Utility Easement <br />C)� S89-36158T (DE) = Drainage Easement <br />110.00' <br />(R) = Radial <br />0)2 .4 1 10' DUE <br />ZzIg 33 10' DUE (NR) = Non Radial <br />'Z> (TYP) (TYP) <br />10 1 (OA) = Overall Dimension <br />(P.O.B.) = Point of Beginning <br />MA TCH LINE UA TrA4 I Wr (SWFWMD) = Southwest Florida Water Management District <br />I <br />I <br />34 <br />9'36 <br />I <br />2 25. 0'5. 0' <br />?5. O'l 25. 0' <br />COPELAND AND SONS, INC. <br />3300 LAW OLWM BLVD. <br />LMD R'L3 34WO <br />5 <br />813-"9-7165 <br />LB No. MM <br />SHEET 4 OF 21 SHEETS <br />