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WATERS E ® G PLAT TWO PLAT BOOK (� ! <br /> A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNSHIP 33 SOUTH RANGE 39 EAST PAGE <br /> OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED IN PLAT BOOK 2° PAGE 25, <br /> OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND OS <br /> BEM IN INDIAN RIVER COUNTY. FLORIDA o <br /> JANUARY, 2002 SHEET 5 OF 5 DOCKET NUMBER <br /> MATCH LII•E <br /> R - 355.00' (See Sheet 2) MATCH LINE <br /> A 05" <br /> N 89'48-14' W 125.00' I � ^ �. 1 l = 197.95 187.95' (See Sheet 3) <br /> 9 l �9�-` <br /> s < . <br /> O Igl T Ifs •c. 5. 89.63 �_ _ � - <br /> _ x_13`0g'3B-�BL`�' _I W539_3T'34' E 8_0.008.57' (TOTAL) 8000_ <br /> _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ _ _ <br /> I 0 QI �' 9. 114 m :. <br /> I n d R ISM DF-]_ I 7.50' <br /> N 89'48'14' W 12500' I 1p `_' In <br /> 11 1 I I n SHEET 2 <br /> S 89'46'19' E 148.60' C In� `•' - - 1 SHEETS <br /> 10.00' U.E-N L- w1 ; IKn - <br /> I - - I--10.00' OE. '� 113 I�� 116 3 117 3 118 '� <br /> ® jo 2500' 25.00' 1 y�•• eNz O ¢FtOv Icw N N ry FffTPA <br /> �-v.,wi.-1•':.f im •olo � 113 0a <br /> a mlo .2 a e 6 1 b 'o N <br /> a 1 h I ami 3J, m P o L _ _ _ _ _ _ _ g SIEETS SHEET4m N89'48'14• W 12500. <br /> I ^ F, - - F- - - - - - - - - - - - - �°, i 10' uF. L� eooe• 11 . T 68.94' e0.00• BODO, <br /> S7B9`489d'� 12 !.50'- le- - S B7'G2'4 o S8937'34' E T49.3B' <br /> `�, kl o o 1 - - - - - - - _{ <br /> a 3 <br /> i { 0 I I A e m w m uA <br /> •e •�' V 'rn ® Ion d I 1 - f. i o 15.00. 1-ME. J <br /> •N iwMAP <br /> ou awl°' i o � Pf.g'' " I w o I KET.S. <br /> a ^ w H• I o - 1 r <br /> P[ jj y , I is 01 112 1 0 STORM WATER MANAGEMENT <br /> i f .�-) 1 uJ 1� I 3ml I _ TRACT NO. 3 I SCALE 1" : 40' <br /> r i `Ta�89�48'13'W l T -I 1 I ;v <br /> 4• Yf Vl 6 N M • i m <br /> q Q2LLV r T 3 g A _I <br /> • °.�. ^• : .:.� yi utfo <br /> _ ww Q 'T rl .a m - 589'4B'14' E <br /> MCI- Iz <br /> ¢ A: > � � a oZt lv o <br /> ..r. ti � ¢ F <br /> y. I ' L in 1 E g <br /> WEi4*#s1' Z v O TI o g • 25 = <br /> t `c ap t 1018 o% Tf. 4j34' LEGEND-. <br /> ' z U E i '-� I m H S}h }0� Ly'� N 76.02, N B9'38'32" W 608.88' (TOTAL) <br /> '--� -1 a _ E q,$ ' < - _ 02^ 80.00' 80.00' Bp.00• 1 80.03' <br /> gJz 1 Ic1 9v p1g _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 1-JSO' _ _ _ '! ❑ <br /> - FOUR REFERENCE MON.NENT <br /> L " � w N 89'48'19' W 125.D0' Io 1 111 S o 7.50'-1 1-15.00' DE I o ■ - SET PERMANENT <br /> REFERENCE MONUMENT. lB M66]9 <br /> n i 3 - 1 1 1 1 P g o 0 1 • - SET PERMANENT CONTROL POINT. LB 06674 <br /> '� In o - 1 (SeeTSheeCH LIFE 0 - DELTA ANGLE <br /> '4 n ^D 1 ,0 I _ �,. N I- <br /> 0. <br /> I w R - RADIUS <br /> r r < O c P.C. 1 w 110 w w w w 1 I� w T - TANGENT LENGTH <br /> } ry Mil D DISTANCE <br /> m _ ' ; I O N w ® N lOB ry 107 I O m CR. - CHORD BEARING <br /> T-.--.o - a $, A = 21'0224,1 % DX � Il � . 89'50'18" `u N o N N 1 IN Fu DE, <br /> - DRAINAGE EASEMENT <br /> L = 36.72'16 ti I <br /> Ll ` = NR. 1 o y L ]840' g g 3 o g P I g L - ARC LENGTH <br /> y. 5 89'53'20' W 131.67' n y N � . z z z 1 z L.B.E. - LANDSCAPE BUFFER <br />EASEMENT <br /> ff,NI Il P' oJ < e `� 99.35• } ��._ _ _ _ _ L _ 8_000' _ - - - - - - - - - - - - - - - - - - - <br /> 499356 <br /> _ _80.00• _ _ _ 80.00'_ F 80.00' <br /> - - - - - - - - - - _ - _ _ - _ LBL - LANDSCAPE BUFFER TRACT <br /> . ,f t } �� \ ,�. "•�`g97? 5 8938'32' E R9.22�`7 T 0 _ -- LM.E. - LAKE MAINTENANCE <br />EASEMENT <br /> NR. - NOT RADIAL <br /> :p j e'_ 5 8938'32' E 88822_(TOTALI N T.S. - NOT TO SCALE <br /> D` a 0. � -- — - - — _ _ .I D.R.B. - OFFICIAL RECORD BOOK <br /> 1 • 4 V �� �\ 4 M PLACE SW. P.B. - PLAT BOOK <br /> IM -•. •, ( R 6. S 89"3B•32" E 888.22' (TOTAL) PGS. - PAGES <br /> 0 - - - - - - - P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER <br /> 1 ' f ` � f ' �p •"> _ c4.35' -0.00' 8000' _ _ _ 80.00' _ _ _ _ _ _ - - - 80.00' <br /> ' � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRP. - <br /> TYPICAL REFERENCE MONUMENT <br /> ,; •� T3 a ^ b PYP. - TYPICAL <br /> ± n0' N O1 <br /> ' o o P o g w o o S P.T. - POINT OF TANGENCY <br /> 0 �� =' P o d 6 ry 6 8 P.C. - POINT OF CURVATURE <br /> sl ^ ^ - <br /> RPO <br /> PC_ - INT OF REVERSE CURVE <br /> ,ff P C.C. - POINT OF COMPOUND CURVE <br /> • • �hti 3 4 -' O 3 TB 3 (� 3 ® 3 T9 3 ® 3 P.OE. - POINT OF BEGINNING <br /> ypb m N N ry N N POC. - POINT OF CONI ENCEMENT <br /> 0, _F%; N - N - - - N.R. - NON RADIAL <br /> . DRAINAGE IOF WAYEMENT <br /> RW. - <br /> ✓� Vt o '" RR, - RADIUS POINT <br /> _ ) 4.30' 11442' 1 80.00' 5000. 6000. 8000' so.00• Cbt. - CONCRETE MONUMENT <br /> Ig N 89'38'32• W 1335.19' ROTAU UE. - UTILITY EASEMENT <br /> 1� <br /> TRACT 5 N <br /> I ' <br /> IJRF.WCD. LA4T5 OF PLAT THIS INSTRUMENT PREPARED BY <br /> o <br /> LSOUTH RELIEF CANAL _ _ _ _ GARY R BLWORD• PSNA 498L STATE OF FLORIDA <br /> S.W. CORNER OF TRACT 3 1_ RIGHT-OF-WAY - _ _ - - - LAWSOK NOBLE AND WEBS. DV. LS NM 6674 <br /> �g 250• WIDE ENGVkIItS TANNERS SURVEYORS <br /> _ - _ - _ _ - _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -LINE TRACTS _ _ _ - _ _ _ - _ <br /> S90 N.W. PEACOCK BLVD. REM9 <br /> _ _ _ _ _ _ _ _ _ _ PORT ST. IIXIE. FUWMA <br /> II <br />