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S89'40'43 "E <br />33.09' <br />WEST BOUNDARY OF <br />NW 114, SE114 SEC77ON -- <br />24-26-21 <br />S89 37'05 "E <br />10.00' <br />10' BUFFER/DRAINAGE AND <br />LANDSCAPE EASEMENT <br />4 <br />N <br />°o <br />NW CORNER SW 714 <br />SE 114 SEC77ON <br />24-26^21 <br />----- ---- <br />10' BUFFER/DRAINAGE ANI <br />LANDSCAPE EASEMENT <br />OS 25.00' <br />SHEET 3 <br />I MA TCH LINE <br />335 <br />O1 <br />589'36'S8"E <br />V <br />109.99' <br />�o <br />0 <br />28 <br />0 <br />0 <br />;q <br />lf <br />S89'3658 "E <br />109.99, <br />O <br />2 <br />S89'365,6 "E <br />q <br />709.99' <br />Q <br />is <br />30 <br />S89'36'S8' E <br />109.99' <br />4 <br />31 <br />�d <br />S89'36'�8 "E <br />109:99' <br />10' DUE <br />o <br />(TYP) <br />, <br />32 <br />C <br />S�9'36'S8'E <br />I <br />a <br />109.99' <br />� <br />o <br />5 <br />33 <br />I <br />36 <br />109. 99 <br />. <br />a <br />34 <br />S89'.6'5,8"E <br />` <br />109.99' <br />o <br />�S <br />25 0' 25. 0' <br />THE EMERALD POINTE <br />RV RESORT PHASE ONE <br />PLAT BOOK J4, PAGES 87- 90 <br />25. 0' 25. 0' <br />Qi <br />W <br />�I <br />25.O'T 25. 0' <br />N <br />0 270.00' <br />GRAPHIC SCALE <br />0 25 so 100 <br />( IN FEET ) <br />1 INCH = 50 ' <br />SEE SHEET NO. 2 FOR <br />BASIS OF BEARINGS <br />CURVE TABLE <br />CURL/ <br />RADIUS <br />DEL TA <br />LENGTH <br />CHORD <br />CHORD BEARING <br />01 <br />200.GO' <br />45'01'39" <br />15717' <br />153.16' <br />S22'08101"E <br />C2 <br />75.00' <br />89'56'15" <br />117.73' <br />106.01 ' <br />N45'21 '10'E <br />C3 <br />75. GO' <br />44'58 07" <br />58.86' <br />57.36' <br />N22'521067" <br />C4 <br />75.00' <br />44'58'07" <br />58.86' <br />5736' <br />N67'5O'13"E <br />C44 <br />100.00' <br />11'52'50" <br />20.73' <br />20.70' <br />1V8422521- <br />C45 <br />50.00' <br />89'56'15" <br />78.48' <br />70.67' <br />N45'21'101E <br />C46 <br />25.00' <br />90'03'45" <br />39.30' <br />3537' <br />S44'38'50 "E <br />C47 <br />25.00' <br />89'56'15" <br />39.24' <br />35.34' <br />N45'21 '10'E <br />C48 <br />25.00' <br />90'03'45" <br />39.30' <br />3537' <br />S44'38 50"E <br />C57 <br />700. 00' <br />22'2326" <br />37.33' <br />37.12' <br />SI I '0445 "W <br />C58 <br />210.00' <br />21'39109" <br />79.36' <br />78.89' <br />SII*42'24W <br />C222 <br />25.00' <br />63'23'08" <br />27.66' <br />26.27' <br />S12'57'161E <br />C223 <br />25.00' <br />66'25'19" <br />28.98' <br />27.39' <br />S11'26'11'E <br />C224 <br />25, 00' <br />03'02'10" <br />1.32' <br />1.32' <br />S20' 15'23"W <br />C225 <br />225, 00' <br />36'54 53" <br />144.96' <br />142. 47' <br />S26' 11 '24 "E <br />C226 <br />175.00' <br />45'01 '39" <br />137.53' <br />134.02' <br />522'08101 It <br />0227 <br />25.00' <br />66'25'19" <br />28.98' <br />27.39' <br />S77'51'30"E <br />0228 <br />100.00' <br />21 '23'26" <br />37.33' <br />37.12' <br />N79'37'34'E <br />C229 <br />100.00' <br />09'30'36" <br />16. 60' <br />16.58' <br />N73'41 109'E <br />C274 <br />175.00' <br />10*26'11 " <br />31.88' <br />31.83' <br />SO4'50'17E <br />NOTE.- <br />ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. <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 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 />COPELAND AND SONS, INC. <br />3300 LAND 4'LAKE5 BLVD. <br />LAND C'LAKES FLA. 34639 <br />815, 6-4695 <br />813-949-7165 <br />Le NO.69W <br />SHEET 4 OF 21 SHEETS <br />