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A PLAT OF <br />CROSS CREEK LAKE <br />ESTATES PLAT <br />ONE <br />2.6 <br />PLAT BOOK <br />4 — A SUBDIV,SION <br />OF THE SDUIY 1/2 n, THE NORTHWEST 1/4 <br />OF SECT— W. TOWNSHF 31 SO'J'H, <br />~ <br />'-I <br />- RANGE <br />39 EAST, IN THE CITY OF SEBASTIAN, INDIAN <br />R;VER COUNTY, FLORIDA <br />PAGE <br />- - - - <br />- RA WJNGS PATH - { -- PCP -2 OO' \ S E E <br />�j - (wr) <br />S H E E T 2 <br />' <br />I'll 7 <br />�I�LJIODOI. <br />1910] 13500 <br />So' R/w ?FWATE) <br />500"16'3a'E(R) <br />— —_ <br />MATCH LINE <br />NOD '� -A <br />189.86' <br />_ <br />DOCKET No 1 <br />n <br />—L <br />_ 355 29 _ <br />— <br />L IC, J E <br />G1 <br />END PRM-= <br />7545' <br />( <br />R= 25 00 <br />3 <br />22 O6' rJ <br />R=50 D0; . <br />v <br />6=9C'000o' <br />L=39 27' <br />�L - <br />A-90'09 33 <br />]868' <br />1 <br />_ <br />TRACT <br />N. <br />6 <br />CURVE TABLE <br />J <br />RESERVED FOR <br />U <br />^B <br />OVERALL <br />CURVE RADIUS DELTA LENGTH CHORD CHORD BE <br />'n <br />(R) <br />FUTURE DEVELOPMENT <br />C Ko P 2 / <br />R=191 CG' <br />END PRM_ <br />n <br />C2] 56 OO' 283'45'50 2]735'69!4' NB9'43'26' <br />813'0454'W- <br />[r='BO'00'00' <br />F-10000' <br />LB 7_45' <br />/ <br />— <br />y_ <br />C35 56Do, ]428'59' 7280 67.78' 553'02'05' <br />3 <br />40 89' <br />I <br />L=600.04' <br />6-69'3046' <br />� <br />C36 Igloo- 74'28'59' 248.29 2311, <br />rvI <br />Z <br />o <br />-- t <br />'—' <br />CHD=}8200 <br />L=12132' <br />PCP <br />C}] $600' 6]23'56' 65.87' 6214' 51]54'23' <br />Nppl6'34'W <br />S00'16'34'E 2510]' <br />CB=N89'43'26'E <br />OHO='1402' <br />I <br />--- <br />C38 25.00' 5152'55' 226E 2167' N25'39'S3' <br />_ <br />126 57'�� <br />�FRALL <br />C8=N55'25'Ot"W <br />'y <br />n o <br />C39 19'.00' 15'3"01' 51 73' 51 57' 508'02'05' <br />o 20'CE <br />R=5000_ <br />Q <br />C40 50 00' 76'38'32' 6688' 62 01_ N38'355C <br />Cl 5000' 13'21'28' T16fi 1163' N83'35'50' <br />6-90'00^0 <br />L=]8 54'V <br />_ <br />" ? <br />Cat 50 00' 22'46'28' 19.87' 13 74' N11'39'48' <br />C43 5000' Te 3B' SC 68' 4854' N52-05.17" <br />Z <br />c,�iQPwr SCiA(E <br />^ <br />N <br />as 50 00' SEC 9'02" ] 99' 111' N85'42.03' <br />ca <br />30 130 ]� <br />o <br />C45 17500' 62'1 D'55' 8140' 7716' N59V4'56' <br />�a <br />LIFT STATION <br />FYOJ <br />"LB <br />PRM <br />77545" <br />C46 '5000' 90'1]'23' 76.79' 7089' 545'01'42' <br />- <br />165.00' <br />t <br />3w <br />EASEMENT <br />L20 t <br />_ I-. - <br />C47 5000' 2223'12' 1951' 1941' 511'1 B'35'I <br />.11- <br />(Iu 2ET) �Tn ep et <br />-L18 <br />Y_ <br />C48 '5000' 6]'36'48' 5900 5564' SIB 18'35- <br />- <br />n <br />�9R 50.[lf! <br />o <br />Q <br />Z <br />+ <br />C49 56.00' 141'52'55' 138386]' ID5.86' N]iV32]" <br />- 10 STORMWATER <br />LL=]854' MAINTENANCE EASEMENT <br />V LL <br />i <br />C50 56.00' 141'52'55' 167' 10586' Y]0'49'28' <br />C51 <br />_oi <br />F <br />5000' 89'35'2]' 7820 70.<� 544'55".3" <br />o <br />¢ <br />N00'16'34'W 251 07' <br />l <br />Im <br />— ¢ <br />1 <br />I <br />\ <br />TRACT t I <br />NE TABLE <br />m <br />55' 25' <br />TRACT 'L' <br />RESE FOR <br />TORMWATER <br />MANAGEMENT <br />R,ue <br />u1?5.00' <br />025' <br />40' <br />LINE BEARING LENGTH <br />500'03'5"w z9.00' <br />L19 S99'49'36'W 250C' <br />U c <br />1 <br />FUTURE DEVELOPMENT <br />DEV <br />\ <br />PRM; <br />_ _ <br />L20 N00'C 3'15'E 29 GO' <br />R-25 DO' <br />R=25 DO' <br />x90'00'00 <br />65I'52 55 \ <br />_=226 R=5600' <br />1 <br />\I <br />_ <br />LEGEND: <br />s <br />i _ <br />3]]35' --- --- 4=213'45'50 <br />L' <br />PRMo =SET PERMANENT REFERENCE MONUMENT <br />PCP <br />I MICANOPY PAJH <br />\ L=2]]x35' <br />PCP 11 CHD=6_ 14' <br />_ <br />(4's4'CONCRETE MONUMENT WTH MAC NAIL & <br />SPACE DISI( SipMPEO "vRM WBI 19 68x0') <br />_ <br />.'�OC'16'34"E <br />491 OI' -- CB=N39'4 '26 E <br />- <br />PC?o =SET PERMANENT CONTROL POINT (MAG NAI_ <br />F <br />r <br />f\,R-25 <br />_- <br />50' R/W (NRIVATE) 1 <br />ry <br />- - —267 _ _ _ _ _ j <br />/ <br />~ <br />h GRASS DISK STAMPED DROP'. LB 6840') <br />PCP o -SET PCP WTH WITNESS STAMP AT NOTED <br />(WT )o TO TARY NRODc <br />10' U E -� R=25 00' <br />\�� <br />'0, D E - <br />-L07 CGRNER ET 5/8-IRON WTH CAP <br />Y n=�500 <br />A=90'00'00' <br />X5152'55" <br />`_VERALL <br />U <br />'N8Z ASSOC LB 6840" <br />- 1 <br />`J <br />L=3927' <br />_ I-=2264' <br />R=19100' <br />S00 T0'24"E 1]500 <br />E <br />PBI-PLAT 300K INDIAN RIWR COUNTY RECORDS <br />P 0 B =POINT OF BEGINNING <br />UE <br />TRACT L <br />b-18000'00' <br />L=60004' <br />w <br />p¢ <br />C <br />5 <br />S M E=STORMWATER MAINTENANCE EASEMENT <br />to <br />no <br />ei RESEPVED FOR /� <br />CH 382 CO' <br />CB=N89'43'26'E <br />'T <br />m <br />NAVID 88=NORTH AMER-CAN VERTICAL DATUM <br />OF 1988 <br />8 M =ELEVATION BENCi MARK <br />2.FUTURE <br />TRACT 'D' <br />DEVEi C'NENi <br />/ <br />C M =CONCRETE MONUMENT, <br />I <br />S-ORMWATER <br />�. `rte C42 j <br />TRACT V <br />z m <br />NO D <br />n <br />MANAGEMENT <br />- ----- _— <br />STORMWATER <br />CCR=CERTFIED CORNER RECORD <br />ORB-OFFICIAL RECORDS BOOK <br />C43--.,�£ <br />SO0'16'34'E t 2810]' <br />MANAGEMENT <br />w 'o <br />'a <br />_ <br />I P =IRON PIPE, NO I D. <br />IR.=IRON R00, N010 <br />SOOl6'3a'E <br />OVERALL _ -- 10 STORMAATER <br />o <br />P C -PANT OF CURVANRE <br />PCP <br />13564 C44 - <br />- MAINTENANCE EASEMENT <br />Fa 50.00 <br />PT=POINT OF TANGENCY <br />TRACTM' <br />a90V0'CO' <br />hN <br />PK/J=PK NAIL W/DISK <br />RESERVED FOR <br />N L=]A _4 <br />500'1024-E 175 CO' <br />It <br />UE=UnLln EASEMENT <br />DE=DRAINAGE <br />f <br />'BE��POP <br />'z <br />EASEMENT <br />DEVELOPMENT of <br />a <br />TRACT N <br />R/RAOIIUST OF WAY <br />- <br />n RESERVED FOR <br />Im FJTURF <br />I <br />�CENTRA.V ANGLE <br />L- ARC!ENGTH <br />--. <br />- <br />- <br />MATCH LINE <br />- DEVELOPMENT <br />( <br />1 <br />CHD=CHORD <br />C B =CHORD BEARING <br />_ <br />- <br />_ <br />--- <br />(4R)=NON-RADIAL <br />-- <br />- 'H <br />S E E C H E E T 4 I I - <br />IPa•I 'I. <br />((((R)=RADIAL <br />M <br />lM) ASURED <br />SURVEYORS NOTES <br />END =FOLND <br />THIS INSTRUM-NT PREPARED BY <br />! BEARINGS AND COORC'NATES SHOWN hEREGN ARE REFERENCED TC 'HE FLORIDA <br />NOTICE <br />AI_LIAM B ZEN TZ <br />STATE PLANE COORDINATE SYSTEM, EAS- LONE, NPD 83/9C DATUM, EASED <br />THIS PIAT, AS RECORDED <br />PRCFESSiONAL LANG SJRVEVOR 052]6 <br />ON FIELD TRAVERSE FRDM CPS 109 AND GPS 110 CONENCL ATI ONE <br />MOST <br />NUMENTED LINE OF REFERENCE IS THE WEST LNE OF THE SOUTI1 1/2 <br />IN IHS GRAPHIC FORM IS THE OFFICIAL <br />DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND <br />DA'E <br />OF PREPARATION DECEMBER 12. 2012 <br />WILLIAM B ZENZ k ASSOCIA7S, INC. <br />684 <br />OF THE NORTHWES' 1/4 OF SEC71ON 30-31-39, HAVING A GRID BEARING <br />WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY <br />DATE REVSION <br />SHEET <br />OLD DI%IE HIGIWAY <br />\'ERN BEACH, <br />OF NORTH CO'O6'S9" EAST <br />ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT <br />4 9 1} RENSF. PER COMMENTS M1EW TPACT <br />N S 962 <br />LICENSED BL SINESS (I.8) 1/6840 <br />(LB) <br />2 SLRVEY SITE LIES IN ZCM 'X' . F_COD INSURANCE RATE MAP <br />NOTICE <br />THERE MAY BE ADDITIONAL RESTRICTIONS <br />THAT ARE NOT RECORDED <br />4 26 13 REVISE FER COMMENTS <br />(]72) 56J-7552 <br />Na 12061 COt', 3H DATED DECEMBER <, 2C12 <br />TED . <br />ON <br />THIS PUT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY <br />OF <br />SHEE <br />