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I WATERS FE009 FLAT TWO PLAT BOOK _LU,) A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNS V 33 SOUTH. RANGE 39 EAST PAGE �.� A - N.W. N oP SECTION 22 OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED w PLAT BOOK 2, PAGE 25, SECTIONN CORN ORCORNER ESTABLIS:ED FROM pp OU-J'S SUBDIVISION �.8. 19, PG. 621 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND 70.OD' O 1332 5 BEING w INDIAN RIVER CouNrY. FLORIDA. n __ JANUARY, 2002 SHEET 2 OF 5 DOCKET NUMBER I R.O.W. NORTHWEST CORNER OF TRACT 3 AND THE NORTHWEST CORNER OF T8E NORTHEAST __ QUARTER OF TEE NORTHWEST QUARTER OF g R.Om _ _ _ _ _ _ _ SECTION 22. TOWNSHIP 33 SOUTH{ RANGE RANGE 39 EAST o IST STREET SOUTHWEST m (CARTER ROAD) o 16 15 S89.37'34'E 133604' RIGHT-OF-WAY WIDTH VARIES . _ . _ - _ . _ . _ . . _ . , - NORTH LINE OF TEE N.W. OUARTER SECT ION 22 21 22� S 00.11.46" W I LIMITS OF PLAT IR.F.W.C.D. J - TOWNSHIP 33 5IX1TH, RANGE 39 EAST - 1 SUB LATERAL CANAL B-5 R.O.W. 30.00' S 89.3734• E (3000' CANAL RIGHT-OF-WAY) 426.3$' 'Q' R.O.W. 5 89'3T'34' E 125.00' U.U' -� S 8937' 4 E 121.35' - - - - - -- _-� WS 1 � qi, 1 LS.T.IN0. 2 I / LB.T. N0. 1 o _ h m BENCHMARK: --/ m m m LIFT STATION 1_ m '" N 89448'14' W 12500' EAS 00'1 ' TOP OF P.R.M. LB k6674 i 1 3 ]000' I 50.00'1 \ 3 ELEVATION 22.558 I I ;DI 583°37'34^ 120.00" v ' v 1 6/ laq00 vo o O 1o2i0R = 210.00• O10.27'59" �= 06'4 't4 _L38.36' L = 38.6j' � SHEET 2 5FEET 3 I N B9°48'14' W 125.00' I NA. F3734' E12124' R - 330.00' 1p = 12'54'13' 1 I.� = 06'1 I'A8- L - 74.32' 7 PAflI I � R = 21000• L = 35.711 OFFICIAL RECORD BOOK 798, - I ov ' r9� PLa 0 - 02.20!4' 1 I F _ PAGE 2978, INDIAN RIVER a ® io \I L 093 S9 I w COUNTY PUBLIC RECORDS F . sf _ 5-1EET o ml = 18600' R - 66.001(' 1 I 25.00' 25.00' r ' IIII 1 1 I 0 - IY54.13' 0 = 12'54113' a - 1 of L = 41.89' L = 14.861 o G � i N 89'48'14' W 125.00' N 1 1 Fl ZZ O 1 r I S 8937'34' E 120.00' 1 < Z - 1 � i 1 i ¢ r OT PART OF THIS PLAT wo 0 10.00• U. -1 o1- i rw- a SCALE: P = a0' KEN TMAP wi Ig 0I 0 I o 3 rEO � Q N89'48'14" W 125.00' S 89'37'34" E 120.00' to LEGEND. � w� z 15-GO' LM.-. 3 01 o.oa• vE. = MAT CH LINE ❑ - FOUND REFERENCE MONUMENT aUZ r m " ® o -Im; �a 5] o i0 ' (SCe Sheet 3) ® - SET PERMANENT C�ONTRO_ POINFERENCE TU, LB 6674R X66]4 " { i gmj3 p o m ummi to m 3 g - DELTA ANGLE N �r 11 I N R - RADIUS NZ W N 89'48'14" W 125.00' 1 I nl r T - TANGENT LENGTH S 89.37'34' E 120.00' 1 - CB - CHORD BBARiNG J 3 p , v 3 1 y I DE. DRAINAGE EASEM=NT DISTAE L - ARC LENGTH m I ' a b io -I. �"' LIMITS OF PLAT - LBF. - LANDSCAPE BUFFER EASEMENT 0 65 IgM CL Z O 101- o ' to ® o L8.i. - LANDSCAPE BUFFER TRACT LME - LAKE MAINIENANCE EASEMENT 1- Tml UE. n I o '/' I I �f. / o� A^ W' +i NR, - NOT RADIAL I { 2i/ NITS. - NOT TO $CMF NB9'40Tc tY125A6' T 1 p + mh' .tiy J .a' I 120.00' 25.98' / „ - �o mORD BOOP O.R.B.OR.B. OFFICIAL RECORD PLAT BOOK >^� i _ _ _ _ _ _ _O _ JPGS, - PAGES oFIg 1 imi h�ny�.Ds :ti 0b. \ r $ �L� EFD LME ' PRM. - PPROFESSIONAL SURVEYOR AND MAPPER S 89'3734" E 435.60' (TOTAL) PERMANENT REFERENCE MONUMENT o 55 Ds \3 o /� � � , 85. e y . I 80.00' .W' TPP - TYPICAL ' 11- ` v P.T. ?DINT OF T4NGNCY ^+ �q �^ 55 $ �rym ry I/- i PC POINT OF CLRVATURE P A� 1 o0 o PRL.. - POINT OF REVERSE CURVE N' 89'48' 14' W 125.00' 1 u 'I. q I_ I o 0 0 '"/ I-15.pp• - c P.O C - POINT OF BG11.lJOW D CURVE 7.50_- ~ L7,50' D'E' w 52 w 51 w P.O L. - PO;NT OF COMJENCEMENT I v o z 54 t� 53 O n O N.R. - NON RADI4L io B9°48'14' E R . o � O j m D.E. - DRAINAGE EASEMENT F WAY 16 I ; 1 58.G0'P.0 1p000.y+0 R - 2 /9. Z- ory,O o 0 0 o RR.P� - RADIUS POINT I Q ro g R s 3 3223` I I • z z C.M. - CONCRETE MONUMENT _ _ - - _ _ _ _ _ _ ma p 4 - 3 L . - - -,T- r _ _ - _ _ - - - - 1 _ - _ _ _ - - UE. - UTILITY EASEMENT P9416'14' 7 =im '- ti� '4'.11 CB. fid: D7o1�' / v _71.47 8000' 8000' o ^ � 529�0'OS• 05 L ' 161.48' S 893734" E 688.57 (TOTALIS- -- m CURVE DAT \ q • 2j 32 "E =72' T=89,46' P.T. 589.37'34' E 763.57' (TOTAL) R = 10000' Q c TS Op CD = 172.68 ' _ _ TNIS INSTFOAANr PREPARED BY R - 35.001 p - 3030'45^ < . 28./ � STREET S.W. 0 - 92.1714• L = 5325' s533n 5 893]'34' E 688.57' (lo]AL) GARY R. BUFFORD. PSM 4981, STATE OF FLOFMA L - 56.38' T = 2727 - LAWSOK NOBLE Aro WEBS, UNG LB NO. 6674 R - 355.00' CB-S T4'32'52.' E p - 13'39'34' ' MATCH �� EN"B"N.W. PEACOCK BLVD, SLRTE FFnSRS PLANNERS SURVEYORS cD=Sz.63• = 590 PORT ST. LUCIE, rL RMA 9 MATCH LINE L 84.63' (See Sheet 5) 1 (See Sleet 4)