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HomeMy WebLinkAbout2013 - (Mylar) Final Plat ThreeCERTIFICATE OF TITLE A PLAT OF - r <Ry STATE OF FLORIDA, COUNTY OF INDIAN. RIVER CROSS CREEKESTATES_ LAKE PLAT_ PLAT BOOK.' I, WARREN. W. DILL, ESQUIRE, OF DILL & EVANS, P.L., HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE OF THE _ HEREON DESCRIBED' PROPERTY, AND I FIND THAT THE LANDS AS DESCRIBED,AND SHOWN ON THIS PLAT A SUBDIVISION IN THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH RANGE 39 EAST IN THE IT L TARE "L",CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA BEING'A A REPLAT OF TRACT CROSS CREEK LAKE ESTATES PLAT ONE, AS RECORDED IN PLAT BOOK 26,E PAGES 70 THROUGH 73, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA.IN THE NAME OF, AND APPARENT RECORD TITLE IS -HELD BY CROSS `CREEK' LAKE` ESTATES INC., A FLORIDA CORPORATION, AND THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192, 3120130072770 PAGE RECORDED IN THE PUBLIC RECORDS OF FLORIDA STATUTES ' AS AMENDED, AND THAT MORTGAGES, LIENS OR OTHER ENCUMBRANCES ARE AS FOLLOWS: JEFFREY R SMITH, CLERK OF COURT. D E S C R I P TI O N INDIAN RIVER COUNTY FL 1. MORTGAGE TO MARINE BANK AND TRUST RECORDED IN O.R. BOOK 2120, PAGE 909, O.R. BOOK 2318, BK: -26 PG: 86 Page 1of211/14/2013223 PM PAGE -1665, O.R. BOOK 2357, PAGE 1673, O.R. BOOK 2363, PAGE 2351, O.R. BOOK 2369, PAGE 1161 AND A PARCEL OF LAND BEING A PORTION OF SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30 / �� O.R. BOOK 2632, PAGE 2086. TOWNSHIP 31 SOUTH RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, SAID PARCEL BEING TRACT "L" BARBER ST. DOCKET No. 3t2.d 3G07z7?' 70th AVE. 0 2. COLLATERAL ASSIGNMENT OF LEASES, RENTS AND PROFITS RECORDED IN O.R. BOOK 2120, PAGE 922. OF CROSS CREEK LAKE ESTATES PLAT ONE, AS RECORDED IN PLAT BOOK 26, PAGES 70 THROUGH 73 , 3. UCC/FINANCING STATEMENT RECORDED 1N O.R. BOOK 2120, PAGE 927, CONTINUATION RECORDED IN OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, SAID PARCEL MORE PARTICULARLY, THIS PLAT O.R. BOOK 2512, PAGE 1055. DESCRIBED AS FOLLOWS: 510 4. DECLARATIONS OF COVENANTS AND RESTRICTIONS ON LAND RECORDED IN O.R. BOOK 1749, PAGE 400. COMMENCING AT THE NOR 85th ST. NORTHWEST CORNER OF THE SOUTH 1 /2 OF THE NORTHWEST 1 /4 OF SAID SECTION 30, � 7- 5. CROSS ACCESS EASEMENT RECORDED IN O.R. BOOK 2571, PAGE 1361. SAID POINT BEING THE NORTHWEST CORNER OF SAID CROSS CREEK LAKE ESTATES�� A1A THIS INSTRUMENT AR PLAT ONE, PROCEED �y MENT PREP ED BY: , 6. JOINT DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 2571, PAGE 1331. NORTH 89' 43' 26" EAST ALONG THE NORTH LINE OF SAID SOUTH 1 2 OF THE NORTHWEST 1 4 AND �Z WILLIAM B. ZENTZ NORTH PLAT LINE A DISTANCE OF 1256.74 '/ / \ 7. ACCESS AND USE AGREEMENT RECORDED IN -O. R. BOOK 2571, PAGE 1371: FEET; THENCE SOUTH 00 16 34 EAST A DISTANCE OF 80.00 FEET PROFESSIONAL LAND SURVEYOR 5276 8. DECLARATIONS OF CONDITIONS COVENANTS, EASEMENTS AND RESTRICTIONS RECORDED TO A POINT ON THE SOUTH RIGHT-OF-WAY (R/W) LINE OF YEARLING TRAIL 80 FOOT PRIVATE R W , WILLIAM B. ZENTZ _ _ { / ), SAID POINT Q Q &ASSOCIATES, INC. - IN O.R. BOOK 2665, PAGE 1264. THE POINT OF BEGINNING; THENCE NORTH 89 43 26 EAST ALONG SAID SOUTH R W LINE A DISTANCE OF 520.00 684 OLD DIXIE HIGHWAY FEET TO THE POINT OF CURVATURE OF A CURVE UR E CONCAVE SOUTHWESTERLY HAVING A ALL OF THE ABOVE INSTRUMENTS: RECORDED INT - RADIUS OF 25.00 FEET, LOCATION -� VERO BEACH, FL 32962 HE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. THENCE SOUTHEASTERLY ALONG SKETCH - G THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90 00 00 A DISTANCE co � LICENSED BUSINESS'. LB 6840 THIS SEARCH C ) # IS.UIP TO AND INCLUDING -JULY 3, 2013. .39.27 .FEET TO THE POINT OF TANGENCY, SAID POINT LYING,ON THE WEST R W LINE OF {NOT TO SCALE) / RAWLINGS PATH (50 FOOT - (772) 56T-7552 PRIVATE R/W); THENCE SOUTH 00' 16' 34" EAST ALONG SAID WEST R W LINE A DISTANCE OF 355.29 FEET TO THE / l / /.- SOUTHEAST CORNER OF SAID TRACT " "• - - 2 3 � - L , THENCE. SOUTH 89 43 26_ WEST ALONG THE SOUTH LINE OF SAID , » » „ „ ,. CERTIFICATE OF APP WARREN W. I 01 TRACT L A DISTANCE OF APPROVAL AND ACCEPTANCE D L , SQUIRE _ DATE. 166..00 FEET TO A POINT ON A LINE DIVIDING SAID TRACT L AND TRACT A OF sAlD NCE BY CITY COUNCIL PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE THENCE _ ENCS PROCEED _THE FOLLOWING EIGHT COURSES ALONG SAID - 1/ - S D THIS IST fl 20 » » O CERTIFY THAT ON � i3 . 13 CERTIFICATE , -_- THIS PLAT WAS APPROVED @Y THE CITY OF CATE OF DEDICATION LINE DIVIDING SAID TRACTS L AND _ - - - - A r NORTH 00 16 34 WEST A DISTANCE OF 165.29 FEET TO THE POINT - SEBASTIAN CITY COUNCIL AND THE EASEMENTS E TS DEDICATED TO THE CITY AS SHOWN OWN HEREON AND ON - OF CURVATURE OF A CURVE CONCAVE • E SOUTHWESTERLY HAVING A RADIUS F ' STATE OF' S fl 50.00 FEET THENCE NORTHWESTERLY FLORIDA, COUNTY OF INDIAN RIVER ' CITY OF SEBASTIAN � CROSS CREEK LAKE ESTATES PLAT ONE, AS RECORDED IN PLAT BOK P - .ALONG THE .ARC OF SAID CURVE THROUGH " 0 26, AGES 70 THROUGH 73, OUGH A CENTRAL ANGLE OF 90 00 00 , A DISTANCE OF 78.54 FEET OF _ THE PUBLIC UBLIC RECOR KNOW ALL M , OF INDIAN RIVER COUNTY FLORIDA ARE P D N EDGED, EN BY THESE PRESENTS, THAT CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION TO THE POINT OF TANGENCY; THENCE SOUTH 89 43 26 WEST A DISTANCE OF 138.00 FEET TO THE POINT " FEE SIMPLE W . OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS CROSS CR F EEK LAKE ESTATES 0 CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET TN • PLAT THREE BEING THENCE SOUTHWESTERLY N THE -CITY OF SEBASTIAN INDIAN RIVER 0 MAYOR _ COUNTY, ��� U TY, FLORIDA, HAS CAUSED SAID - ALONG THE ARC. OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90 00 00 A DISTANCE OF 78.54 FEET T ------------ CITY ENGINEER � ---- LANDS TOB V � , » E 0 -� E SURVEYED AND PLATTED AS SHOWN HEREON AND DOES HEREBY ACKNOWLEDGE THE THE POINT OF TANGENCY, THENCE SOUTH 00 1 6 34 EAST A DISTANCE OF 251.07 FEET TO THE POINT OF PRINT NAME �Ob �C �lE�'�t�.,1 FRANK WATANABE, P.E., NEEL SCHAFFER DEDICATIONS AS SHOWN ON CROSS CREEK LAKE ESTATES PLAT ONE, AS RECORDED IN PLAT BOOK 26, CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING L AV NG A RADIUS OF 191.00 FEET, THENCE SOUTHERLY, WESTERLY V - PAGES 70 THROUGH 73 PUBLIC RECORDS OF INDIAN R „N41 EVER COUNTY, FLORIDA, .AND DEDICATES AS FOLLOWS. AND NORTHERLY. ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 180 00 00 A DISTANCE 1. UTILITY EASEMENTS OF 600.04 FEET TO THE POINT OF " , CITY CLERK -- - - - CITY ATTORNEY _ ---- ' ENTS. TANGENCY; THENCE NORTH 00 16 34 WEST A DISTANCE OF 281.07 FEET TO HE POINT OF CURVATURE F . SA L A. MAiO ROBERT A. GIN SBURG `THE 0 A CURVE CONCAVE WESTERLY UTILITY EASEMENTS AS SHOWN WERE PREVIOUSLY DEDC�,ATED ON HAVING A RADIUS OF 50.40 FEET THENCE v CROSS CREEK LAKE ESTATES PLAT ONE ATT - NORTHWESTERLY ALONG THE ARC OF. EST TO MAYORS ORS SIGNATURE AS RECORDED IN `PLAT SAID CURVE THROUGH A CENTRAL ANGLE OF 22 46 28 , A DISTANCE . BOOK 26, .PAGES 70 THROUGH 73, "PUBLIC RECORDS `OF INDIAN RIVER COUNTY FLORIDA_ OF 19.87 FEET TO THE N , » E ORTHWEST CORNER OF SAID_TRACT IN PERPETUITY_T - _ RACT L THENCE NOR :m INDIAN RIVER COUNTY FLORIDA' AND THE CITY.- OF t TH fit 23 49 EAST ALONG THE _ .. FLORIDA, SEBASTIAN FOR THE CONSTRUCTION -» _ CLERK'S � CERTIFICATION -- NORTH LINE OF SAID TRACT L A DISTANCE OF 64.58 FEET T,_. INSTALLATION,- MAINTENANCE AND _OPERATION OF,. L[T HENCE CONTINUE ALONG SAID NORTH LINE .�.1T1 CES_ BY ANY UTILITY PROVIDER, IN COMPLIANCE.. » ,, „ L E OF TRACT L NORTH 89 43 26 EAST A DISTANCE OF 11, FEET T STATE OF FLORIDA, COUNTY OF INDIAN RIVER WITH SUCH ORDINANCES` AND .REGULATIONS AS MAY BE ADOPTED FROM TIME TO TIME BY THE BOARD F O A POINT ON THE WEST R W LINE OF 0 / MICANOPY P I CLERK OF IR ATH 50 FOOT PRIVATE R W _THENCE PROCEED THE FO , CIRCUIT COURT OF INDIAN RIVER COUNTY FLORIDA, COUNTY COMMISSIONERS ` OF INDIAN RIVER COUNTY, FLORIDA AND THE CITY OF SEBASTIAN CITY COUNCIL. ( / )� FOLLOWING EINE COURSES _ALONG MECANOPY D DO HEREBY CERTIFY THAT 1 HAVE 0 NCIL.- „ PATH R W LINE: SOUTH 00 16 EXAMINED THIS PLAT OF CROSS THE UTILITY EASEMENTS AS SHOWN ARE ALSO EASEMENTS FOR THE / 34 EAST A DISTANCE OF 267.35 FEET TO THE POINT OF CURVATURE OF CREEK LAKE ESTATES PLAT THREE, AND THAT IT COMPLIES WITH ALL - E CONSTRUCTION, INSTALLATION, " CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF THE REQUIREMENTS F CHAPTER 177 OF THE 25.00 FEET, ..THENCE SOUTHWESTERLY ALONG THE ARC LAWS OF FLORIDA. THS PLAT WAS .FILED FOR RECORD ..MAINTENANCE AND OPERATION OF CABLE- TELEVISION SERVICES, .PROVIDED, HOWEVER, N0 SUCH � -M OF SAID CURVE THROUGH A CENTRAL , „ THIS_ly__DAY OF E RAL ANGL OF 51 52 55 A DISTANCE OF 22.64 F�L't 2013, AND RECORDED ON PAGE OF PLAT CONSTRUCTION, INSTALLATION, MAINTENANCE. AND OPERATION OF CABLE TELEVISION SERVICES SHALL � FEET TO A POINT OF �__ BOOK__ REVERSE CURVATURE WITH A CURVE CON IN THE OFFICE OF THE CLERK OF TH _ INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC CAVE NORTHERLY, HAVING A RADIUS OF 56.00 FEET; THENCE SOUTHERLY, E CIRCUIT COURT OF .INDIAN RIVER COUNTY, FLORIDA. EASTER � » UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES LY AND NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 283 45 50 - THE FACILITY OF A PUBLIC .UTILITY, , A JEFFRE R. SMITH, CLERK. OF COURT - DISTANCE OF 7 � - IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. 27 .35 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE NORTH ES SUCH CONSTRUCTION, INSTALLATION,.. MAINTENANCE EASTERLY, HAVING • .' B Y. I!k AND OPERATION A RADIUS OF 25.00 FEET THENCE NORTHERLY 0 OF CABLE TELEVISION SERVICES SHALL COMPLY WITH THE NATIONAL E E L� AL NG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF � DATE: ELECTRICAL SAFETY .» ' � 6 ,�D13 CODE AS ADOPTED BY.THE 51 52 55 A DISTANCE OF 22.64 FE , " E .FLORIDA PUBLIC SERVICE COMMISSION... , ET TO THE POINT. OF TANGENCY, THENCE NORTH 00.16 34 WEST � DEPU Y C RK E OF CI CUt,r COURT, INDIAN RIVER. COUNTY FLORIDAA DISTANCE OF 377.35 FEET TO THE P FRONT YARD UTILITY :EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT DINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING . TO HAVE A DRIVEWAY , I G A RADIUS � FOR INGRESS AND EGRESS AS APPROVED BY THE CITY OF S US OF 25.00 FEET, THENCE NORTHEASTERLY ALONG TH SEBASTIAN. : E ARC OF SAID CURVE, T'-iROUGH A CENTRAL. ANGLE MORTGAGEE'S - OF „ 0 TGAGEE S CON SENT _ THE UTILITY EASEMENTS 90 00 00 , A DISTANCE OF 39.27 FEET TO E S DEPICTED ON THIS.. PLAT HAVE BEEN ACCEPTED BY .RESOLUTION 2013. 043 OF THE .POINT OF BEGINNING: STATE E OF FLORIDA COUNTY OF INDIAN RIVER THE BOARD OF COUNTY- COMMISSIONERS OF INDIAN RIVER COUNTY AND RECORDED AT OFFICIAL RECORD - SAID PARCEL CONTAINS 6.54 ACRES MORE OR LESS. BOOK 2675, PAGE 1952, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA. THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS .THE .HOLDER OF A MORTGAGE UPON THE PROPERTY DESCRIBED HEREON 2. DRAINAGE EASEMENTS AND DOES. HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID DEDICATION . C _ _ BY THE E o CERTIFICATE OF SURVEYOR OWNER THEREOF AND AS DEDICATED - E CATED ON CROSS CREEK LAKE ESTATES PLAT ONE AS RECORDED IN PLAT- `DRAINAGE EASEMENTS AS SHOWN WERE. PREVIOUSLY DEDICATED ON CROSS CREEK LAKE ESTATES PLAT ONE - BOOK 26 PAG 7 AS RECORDED IN PLAT 0 .THROUGH_ 73, OF THE PUBLIC RECORDS BOOK 26, PAGES 70 THROUGH 73, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORID KNOW ALL MEN BY THESE'PRESENTS OS OF INDIAN RIVER COUNTY, FLORIDA AND AGREES THAT FLORIDAA ,THAT .THE UNDERSIGNED, BE{NG A DULY LICENSED AND REGISTERED - _ ITS MORTGAGE, LIENS OR OTHER ENCUMBRANCES IN PERPETUITY TO CROSS CREEK LAKE ESTATES HOMEOWNERS ASSOCIATION INC LAN WHICH ARE RECORDED IN OFFICIAL RECORDS. BOOK 21 0 P NC: FOR CONSTRUCTION AND D SURVEYOR., DOES HEREBY CERTIFY THAT ON JUNE 17,.2013 HE COMPLETED .THE 2 .AGE .'909, - SURVEY OF O.R. BOOK 2318 P MAINTENANCE OF DRAINAGE FACILITIES AS PART OF THE STORMWATER , AGE 1665, O.R. BOOK 2357 PAGE 1673 O.R. _ W TER MANAGEMENT SYSTEM. THE LANDS AS SHOWN IN THE FOREGOING PLAT, THAT SAID PLAT WAS PREPARED BOOK 2363,. PAGE' 2351, O.R. BOOK 23691 ED UNDER- HIS DIRECTION AND - PAGE GE 11fi1 , O.R. BOOK 2632 PAGE 2086 O.R. THE 'CITY OF SEBASTIAN IS GRANTED THE RIGHT TO USE AND DRAIN INTO SUPERVISION AND THAT THE P -- , BOOK 2120, PAGE 922 AND O.R.-BOOK 2120 PAGE 9 7 THE EASEMENTS AND ALSO LAT COMPLIES WITH ALL THE SURVEY REQUIREMENTS OF PART 1 CHAPTER 177 2 WITH CONTINUATION IN O.R. BOOK 1 GRANTED THE RIGHT BUT NOT: THE OBLIGATION TO PERFORM EMERGENCYFLORIDA STATUTES; THAT SAID PLAT IS A RET 25 2, PAGE 1055, OF THE PUBLIC RECORDS OF INDIAN CORRECT REPRESENTATION OF THE LANDS THEREIN DESCRIBED D N RIVER COUNTY, FLORIDA MAINTENANCE ON THE EASEMENTS.. � - SHAL L BE SUBORDINATED TO TH AND PLATTED OR SUBDIVIDED THAT PERMANENT REFERENCE MONUMENTS, E DEDICATION_ SHOWN HEREON AND ON CROSS R ENTS, PERMANENT CONTROL POINTS AND CREEK LAKE ESTATES PLAT. ONE. 3. STORMWATER MAINTENANCE EASEMENTS - T LO CORNERS HAVE BEEN SET - - AS SHOWN THEREON AS REQUIRED Y IN, WITNESS Q B CHAPTER 177, FLORIDA STATUTES AND WHEREOF, THE SAID BANK .HAS CAUSED THE PRESENTS TO BE SIGNED BY ITS STORMWATER MAINTENANCE EASEMENTS AS SHOWN WERE PREVIOUSLY DEDICATE - D ON CROSS CREEK LAKE ARTICLE XIX SUBDIVISION LAN V ' DDE DEVELOPMENT CODE, CITY OF SEBASTIAN AND THAT SAID LAND 1S AND D ITS CORPORATE SEAL TO BE -AFFIXED HEREON BY AND WITH THE AUTHORITY OF ITS BOARD OF ESTATES PLAT ONE, AS RECORDED IN PLAT BOOK 26, PAGES 70 THROUGH 73, PUBLIC RECORDS OF INDIAN IN THE CITY F 0 SEBASTIAN, .INDIAN RIVER .COUNTY, FLORIDA.. - � DIRECTORS THIS _- 13_ DAY OF Q* RIVER COUNTY, FLORIDA IN PERPETUITY TO CROSS CREEK LAKE... ESTATES H _ _--—���'�, 2013: HOMEOWNERS' ASSOCIATION, INC. TO PERFORM MAINTENANCE ON THE STORMWATER TRACTS. MARINE BANK AND TRUST COMP E R CTS. _ ANY i f THE CITY OF SEBASTIAN IS GRANTED THE RIGHT TO USE THE .EASEMENTS TO PERFORM EMERGENCY<<f (3 BY ---- =�' --- PRINT NAME �N c• �#jle& _ ---------------- M AIN TE WI MAINTENANCE ON THE TRACTS. THE INDIAN RIVER COUNTY MOSQUITO CONTROL DI WILLIAM B. ZENTZ, PROFESSIONAL LAND SURVEYOR L STRICT HAS. THE. DATE TH RIGHT OF N E FOREGOING E TRY UPON THESE TRACTS FOR THE :LIMITED PURPOSES REGISTRATION N INSTRUMENT WAS ACKNOWLEDGED ES OF; INSPECTION, PREVENTION o. 5276, STATE OF FLORIDAED BEFORE ME THIS_�L._DAY `OF�i�v��M013 OR TREATMENT OF MOSQUITO INFESTATIONS, a B Y_ _ Q IONS, AS .ALLOWED BY LAW. WILLIAM B. ZENTZ_ & ASSOCIATES ENC. - 684 OLD DI ''� ________:.__�_ OF MARINE BA XIE HIGHWAY AL %"j NK AND TRUST .COMPANY ON BEHALF OF THE VE _ RO BEACH FL 32962 772 567 52 BANK. HE IS P 75 LB No. 6840 ERSO LLYNOWN TO ME OR HAS , C ) PRODUCED ------------ --_ AS IDENTIFI ATION. IN WITNESS WHEREOF, THE ABOVE NAMED. CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED ----- BY HENRY .A. FISCHER PRESIDENT DE T OF CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION PRINT NAM n�►C. CITY SURVEYORS CER TI FI C A T NOTARY P E .--�------------ -- BY AND y�ITH THE AUTHORITY OF ITS BOARD OF DIRECTORS.` E uBuc . - -- THIS P V LAT F !S 0 CROSS CREEK LAKE ESTA S PLAT TH __ I"___DAY OF_iV�M1D[' 2013. TE THREE HAS BEEN REVIEWED BY THE UNDERSIGNED COMMISSION No. _ �rr Sp PROFESSIONAL ���________ EXPIRATION DATE .SURVEYOR AND MAPPER EMPLOYED Y 'E D B THE CITY OF SEBASTIAN, WHO HEREBY N��;OTICES.rrAre.WITNESS L`.. 11 Wf T C MEL" NESS � ERTIFIES THAT THIS PLAT CONFORMS : TO THE REQUIREMENTS OF CHAPTER .177 FLORIDA STATUTESBYr� er.>>Nne - _ 1. THIS_ HEN A. F{SCHER, PRESIDENT PRINT N ..! :S PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPT ANDS R NT AME: �k PRINT NAME:- 31Y�A� C-3�G ! / DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLA ANY OTHER ACKNOWLEDGMENT DAVID M. JONES FLORID ROFESSIONA GRAPHIC OR DIGITAL FORM OF THE PLAT. ENT TO CERTIFICATE OF DEDICATION L .LAND SURVEYOR, CERTIFICATE No. 3909- DATE: - 2. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT. . STATE OF FLORIDA, COUNTY OF INDIAN RIVER THAT MAY BE FOUND IN THE PUBLIC RECORDS. OF THIS COUNTY. H T E FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME :THIS _ _DAY OF_ _ �P , 2013, ZONING. RS -10 3. NO CONSTRUCTION TREES OR SHRUBS -WI LAND USE.. RES - , WILL BE PLACED IN EASEMENTS WITHOUT CITY OF SEBASTIAN APPROVAL: BY HENRY A. FISCHER, PRESIDENT OF CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION LNG TRAIL 4. ROUTINE MAINTENANCE ■rllrr■ cn NTENANCE (E.G. MOWING, ETC. OF EASEMENTS SHALL BE THE RESPONSIBILITY ON BEHALF OF THE CORPORATION. HE IS PERSONALLY KNOWN TO ME. w w ) 3 2 1 10 LK- , . OF THE LOT _ IMC�pI1r�E�li►2 w TRACT M TR.'D 4 , g 11 TR.'E' _ /PROPERTY OWNER(S) AND NOT THE CITY OF SEBASTIAN. 19f�Brf�tl�f�1E RAT L 1 L 9 8 NOTARY. PUBLIC COMMISSION No. •• �'E C�C�1'�' "1Z w�u.�rl�w..r � � w 5. PROPERTY OWNERS ARE. PROHIBITED FROM PLANTING ANY CARIBBEAN -FRUIT FLY AND CITRUS 12 5 s 1 cn US GREENING n�y TR: I HOST PLANTS AS SPECIFIED HEREON AND ARE REQUIRED PRINTa Lix - �. Q Q ED TO REMOVE SAME IF ANY EXISTS. CATTLEY GUAVA, NAME' EXPIRATION DATE �� lcl- � THIS PLAT 11 Y :7 %Y � 0 6 , , _ o COMMON GUAVA, LOQUAT, ROSE APPLE, SURINAM CHERRY CHINESE BOX ORANGE AND ORANGE JASMINE. z TR: J z a 10 m s 3 Q 6. DECLARATION OF CONDITIONS 7 _,, ,COVENANTS, EASEMENTS AND RESTRICTIONS AFFECTING THE OWNERSHIP - - CLERK O.F;. THE CROSS" CREEK LAKE ` �4.�....:..�. , _,• MARINE BANK OR USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORDS BOOK .CITY OF SEBASTIAN CITY SURVEYOR SURYOR 9 8 4 ,� 2665, - , , IiCIRCUIT'COIJRT ESTATES INC. &TRUST 5 JfJ,, . o o PAGE 1264, PUBLIC RECORDS OF INDIAN RIVE .- o R COUNTY, .FLORIDA. . - / : a.� - -!'a� - - ••�t•.1`(j 7 Vii,. - .•' , � Ui � - -'A'- TR . _ S �i� i+, ♦plr« �� G, .: c�� r , ZONING: RS -10 TRACT 'A' �, TR TRACT A• I- - Q I .• _ DATE OF PREPARATION: LAND USE: LD JULY, 10, 2013 .i.•• I ,' --V ..•!,:✓• .. =ir•- Y rG- ✓. moo- _- __ - __ - __ _ j ryes J•��'Y� . ..rte - , 4 -.." _ ;• - X _ ONING - MAP - — N tY Z o , ! ..�.' I DATE r 3 � - r R- - - EVI-S - •� �r� ION A. - y- 4 i �P•'- il►• �1 i R.f ' ppJ •. F n "i`i J• r .. I A - I"- V `r r• TRA tCT •F -r � - ._ �--AmH EE �� !. //�� Y. « - w P.' - O fl -1, z o - " V, 4" fu i i , t' M 4 _ _ - 13 RE - -,�. _" . _�• SE PER r ;�. � •�:.:� _ ,. - _ COMMENTS _ _ . F inti s w' '� �C. '+tea �. �' it ' `� \.:i`=•+' .+') •w •>.: ��• c�'-a... z • _ '0' - - t �r.r ,'%2 ��... pp. �•. �� TRA T ''r..,�r.�•6r . ee..a� •R rRr� . \ n , . ^•, .% �t ice'•, .,,.._• . Lr': .. _ l a. \ , - f ISI _ _ _ TR. K _ s v 'wwwTRA •% : /' "� � .r •y - Mme c• .�4 L► 1 � n I t _ - i! f • � 1 V _I `i r moi• - _ _ - fr ..• �,:.�- � "... __.�- ,._ -, .:�.: - .-.•��- 'fir_. . _ . r_ ,K: • .� Y _ FT STATION EASEMENT LAND USE. RES ZONING RS 10 LI - .OFSHEETS _ NOTICE PLAT THREECRO CREEK LAKE E TATE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY A SUBDIVISION IN THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION •30, TOWNSHIP 31 SOUTH, RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, .FLORIDA ANY OTHER GRAPHIC OR. DIGITAL FORM OF THE PLAT. BEING A REPEAT OF TRACT "L CROSS CREEK LAKE ESTATES PLAT ONE, AS RECORDED IN PLAT BOOK 26, PAGES 70 THROUGH 73, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. NOTICE NAL RESTRICTIONS THAT ARE NOT :RECORDED ON BEARING -BASIS (BASED ON PUBLISHED COORDS FOR GPS 109 &GPS- 110) THERE MAY BE ADDITIO THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983/90. GPS --110 N 1245863.247 OCK 405 SEBASTIAN HIGHLANDS UNIT 11 - P.B.I. 7 PG. 56, 56A -56L E 827061.074 01 DOCKET No��Z0-3-001 1 `O PUBLISHED „ ' P.Q.C. S89'S2 23 E- � - - - 2 - - - FND. PRM „LB 6840" 15 16 17 18 19 20 21 22 23 24 25 26 ------- ----� ---------- N.W, COR. OF S.- 1/2 OF 13 14 +vim FND.. PRM "LB 6840" N.W. 1/4 SECTION 30-31--39 . » „ i 60���(N.E. "COR. P.B.I. 26, PGS. 70-73) GPS -109 (N.E. COR. P.B.I. 26, ..PGS. 70-73) _ FND. PRM LB 6840 i ��� DRAINAGE R/W - P.B.L 7, PG. 56 �p� - N_=1245858.377 SOUTH LINE OF SEBASTIAN HIGHLANDS UNIT 11 2622.89' E 829261.295 N89'43'2fi"E _ 1311.44' PUBLISHED 4 SECTION 30-31-39 1256.74' 54.71' N89'4326"E , p c� W N89-43'26 E N. LINE OF S. 1/2 OF N. W. 1/ w P.O.B. u PRIVATE N 1245593.623 5 TRA A '0 i o N 1245591.117 `n �?'i YEARLING 1 RAIL � i (P.B.I. 26, PGS. 70-73) E 826638.103 J� w Q o E 826118.109 - - - - - - _ FND. o loo _ �_ ------ _ _ _ _ _ _ - , -, „W 796.01 FND. Lu PCP _ _ _ _ _ _ _o_1_ _ - - - - -FND. S89 43 26 PCP 'C _ _ _ - - - 2 E 233,05' FND. cn in 620.00 , PCP Q 89'4 26 E 899.41 ti FND. N89 4 cv 520,00, o w i PCP ,PCP N89 43 26 E a 9 43 26 E 95.00 75.00 _ 75.00'___.__100. 00 - - N 89 4326E N 8 - ---90.00 - ----90_00-- }--------- --- � 10 U.E. _ __ 75.00 ----- 95.00--- 1082.46 - - - - I ' --- --- , 10 R=25.00' f Q - 10 U._. TA TES PLAT ONE R-25.00 10 ,3.1 � 'CROSS CREEK LAKE S o � 1 f » t�s000 0o t i ! _ cn - _ P.B.I. 2s, _ _ - a -so 00 00 � ( - (P.B.I: 26, ) I I I = � inn d- oo L-39.27 1 1 . _ _ - = PGS. 70-73 3 _ = �+ L-39.27 -co ) - � 1 0 _ r 00 co !� R 25.00 I I r� d - _ I(o ., co f_ r of r �, Lo � N 1 10 TRACT M TRACT D x-90 00 00 I ,n of co �? _ o IN r to o, T of o co `1 ,� STORMWATER L 39.27 i'o .i o r r� I o Io �! z o _ �° MANAGEMENT o o �- 0 3 0 2 20 D.E. z g r ,n d- o �+ Ln to Q .-I z o 0o r I P.B.I. 26, Ir ,� 1 z R=50.00 { r 0.00 - I PGS, 70 73 (N J = 2 o llI R 5 „ I o- I } I r- I S6 R � 9090 - N. LINE � I J m Cn A=58 04 30 a -� BLOCK LINEs to �. r� I � WIT.I I S L 7.992.0'I o 3 a. L=50.68' TRACT L ,�9p 3 w RI r { ) �. 89 43 26,E 6 I 1� � 43 26 W 6 S w • ' � S89 " I o ( S / 513 04 54"W - - - -� - � 9 43 26 W S ,cn 35 _ N89 43 26 E r S8 J o I 0 6Z_ � / o, 73.58 - � W_ ;_-_-- 7 3 .5 5 __� ---- � - A o 40.89 O I ( c.� I 7 eD� 5 I S p 00 c�� C5 / fs g . I a I 62 • 90 ---- ---------N89!4-3'26!'E - - - 113.0 4.1 I S 3 I .. �1' 6 9.0 pyo co ( � a. 69.00 � ,,� co `` 0 / , Ik N O R F N.W. CORNER N. � ,- M N O� 6 � 5 N � � � 6 _ V 1 0- I co r 'S'J G S89'43' 26"W 138.00 , '1 o 01 r O co w cv F 1 - o Z TRACT`_ L w co ( N I 1 �' c3 r I +n! of -r A C, h I . o to 0 Q cn o_ r 0 9 a N I R-50.00 to n U m ,i o m 6 i 8 c� IN _ » 1 o m ,.n a-� h OVERALL m o A-22 46 28 cn 'n r o. NI c� 5 v f _ � IN o � _ - 1 � 1 W !� o c� 0_ ++ OVERALL R-50,00 ` I t z L=19.87 ,.. Ir N 1 I " ( L I� v of a - _ - 1-=90 00 00 04 I w I r CHD-19.74 o I to R-50.00 © r I N N11'39 48 W '- �I 25 25 i _ L-78.54 rn a w1 CB 00 I I,n A-90 00 00 „ > Q N ri , N d -I Cv I - �I , l N89 43 26 E L=78.54 S89 43 26 W • „ in , 26 E I I N89,43 26 E 166.00 0 166.00 N 89 43 166.00 ,- , L r I 1 _ I � - I 166.00 I f I N D . 25 25 Q o LEGE � i � I I 1 - w Z, 1 C� z I r_ I h W I U I N N �, - - NT _ p °' - 3 rn W cn ❑ PERMANENT REFERENCE MONUMENT I w d' I z ! i SET �rn N Irn , 0 2 0 1 M w r rn 7 N W „ ,, AL1 � I - � � (V �- ONCRETE MONUMENT WITH MAG NAIL & I . d, of N � Nl I ,o I Y (4x4C " Qr. rn �� + co I i o 4o J cv1 O r� N o w w Q - OI 1N I Q BRASS DISK STAMPED PRM -WBZ LB 6840") Q !cv �"- r -I icl,i cn co co I �, co ! Z r to o � r-- r N � N FND. _ INT MAG NAIL of I Q Q Z_ r) NER I , w i o -FOUND PERMANENT CONTROL PO Q � I� � o I w S.E. COR o m PCPo „ ►� N) o J � o f I = DISK STAMPED PCP WBZ LB 6840 o I z 1 o TRACT L o W BRASS D o w c� Q W W m i- v o_ z 1 1 ' . 0 =LOT CORNER -SET 5/8 IRON ROD WITH CAP Q i I F-- a I z W r_ cn l Z r7 o z _ I �I U w I I N89 43 26 E I o' WBZ ASSOC. LB 6840 cn c� 1 �, w �' r v) z o J S89 43 26 W o Q Ww I !�+ I 0 I ! � zN - o � , 'n �w WIT.- WITNESS ROD &CAP SET ON OFFSET - - - N89 43 26 E 166.0 - ^ I N 89 43 26 E �l `� w � o o r-- _ 166..00' Io cn of 166.00. � I � Q Q ..-PLAT BOOK INDIAN RIVER COUNTY RECORDS w z M r r P.BI wr _ l Q rz 1 m N ' !� �w Y N r� 166.00 22.06 (0 22.06 I to Q �,_, m N I co P.O.C.=POINT OF COMMENCEMENT- o Q I I S. LINE I �- -r - w w o R=25.00 i R-25.00 h � w 0 � .� _ \ o P.O.B.=POINT OF BEGINNING U) l o o aol TRACT L / I . cry. m �.• � � , „ o _ I� o � v o. ,... � � \ I o' �-- z _ a a o a=51 52 55 , L-51 52 55 r Q U.E,-UTILITY EASEMENT W w w o I �n . cn o z �,! z- oo .64 I F- a oa / 3 ) z �, rl L 22 L 22.64 � � co I o � � w D.E.=DRAINAGE EASEMENT M w o 00 z N • / I � � o' I or - Q v of 0 o- ui1 I n� 7 w �� 1 , � ,- Z = H T O F WAY o 00 / > { o �-- _ A / N R/W-RIG z_ 10 � i r TRACT I Q � a (0 1 /^ 1 I Z 0° I 1 R=RADIUS z N V FND. Q STORMWATER I j v ui i I 1 0_ LE o PCP A --CENTRAL ANG Q o F- - � MANAGEMENT- ! I 0 , _ = C LENGTH v z m ( I 56 I S L AR _ - 1 56 ; 3,3 _ a a_ I t o p;7 p � l CROSS CREEK LAKE 1 "��R� 4 45 1 CHD-CHORD v S7 *4,5, fv, • 2 \135. E R 1 n R� o ► 4,► ES TA TES PLA T ONE 12 1,3 C.B.=CHORD BEARING _,1 :4A W33 Iv S�4 5.00 t� S� � 135 I (P.B.I. 26, PGS. 70 73) �3 (NR) -NON -RADIAL -35.0 0 c i h .p0 ►� � _ � � FND. PCP I C 7 (R)=RADIAL� (WITNESS) FND. .FOUND ry i w CURVE TABLE PLAT BOOK ZID - RADIUS PAGE v� DOCKET No��Z0-3-001 1 `O PUBLISHED „ ' P.Q.C. S89'S2 23 E- � - - - 2 - - - FND. PRM „LB 6840" 15 16 17 18 19 20 21 22 23 24 25 26 ------- ----� ---------- N.W, COR. OF S.- 1/2 OF 13 14 +vim FND.. PRM "LB 6840" N.W. 1/4 SECTION 30-31--39 . » „ i 60���(N.E. "COR. P.B.I. 26, PGS. 70-73) GPS -109 (N.E. COR. P.B.I. 26, ..PGS. 70-73) _ FND. PRM LB 6840 i ��� DRAINAGE R/W - P.B.L 7, PG. 56 �p� - N_=1245858.377 SOUTH LINE OF SEBASTIAN HIGHLANDS UNIT 11 2622.89' E 829261.295 N89'43'2fi"E _ 1311.44' PUBLISHED 4 SECTION 30-31-39 1256.74' 54.71' N89'4326"E , p c� W N89-43'26 E N. LINE OF S. 1/2 OF N. W. 1/ w P.O.B. u PRIVATE N 1245593.623 5 TRA A '0 i o N 1245591.117 `n �?'i YEARLING 1 RAIL � i (P.B.I. 26, PGS. 70-73) E 826638.103 J� w Q o E 826118.109 - - - - - - _ FND. o loo _ �_ ------ _ _ _ _ _ _ - , -, „W 796.01 FND. Lu PCP _ _ _ _ _ _ _o_1_ _ - - - - -FND. S89 43 26 PCP 'C _ _ _ - - - 2 E 233,05' FND. cn in 620.00 , PCP Q 89'4 26 E 899.41 ti FND. N89 4 cv 520,00, o w i PCP ,PCP N89 43 26 E a 9 43 26 E 95.00 75.00 _ 75.00'___.__100. 00 - - N 89 4326E N 8 - ---90.00 - ----90_00-- }--------- --- � 10 U.E. _ __ 75.00 ----- 95.00--- 1082.46 - - - - I ' --- --- , 10 R=25.00' f Q - 10 U._. TA TES PLAT ONE R-25.00 10 ,3.1 � 'CROSS CREEK LAKE S o � 1 f » t�s000 0o t i ! _ cn - _ P.B.I. 2s, _ _ - a -so 00 00 � ( - (P.B.I: 26, ) I I I = � inn d- oo L-39.27 1 1 . _ _ - = PGS. 70-73 3 _ = �+ L-39.27 -co ) - � 1 0 _ r 00 co !� R 25.00 I I r� d - _ I(o ., co f_ r of r �, Lo � N 1 10 TRACT M TRACT D x-90 00 00 I ,n of co �? _ o IN r to o, T of o co `1 ,� STORMWATER L 39.27 i'o .i o r r� I o Io �! z o _ �° MANAGEMENT o o �- 0 3 0 2 20 D.E. z g r ,n d- o �+ Ln to Q .-I z o 0o r I P.B.I. 26, Ir ,� 1 z R=50.00 { r 0.00 - I PGS, 70 73 (N J = 2 o llI R 5 „ I o- I } I r- I S6 R � 9090 - N. LINE � I J m Cn A=58 04 30 a -� BLOCK LINEs to �. r� I � WIT.I I S L 7.992.0'I o 3 a. L=50.68' TRACT L ,�9p 3 w RI r { ) �. 89 43 26,E 6 I 1� � 43 26 W 6 S w • ' � S89 " I o ( S / 513 04 54"W - - - -� - � 9 43 26 W S ,cn 35 _ N89 43 26 E r S8 J o I 0 6Z_ � / o, 73.58 - � W_ ;_-_-- 7 3 .5 5 __� ---- � - A o 40.89 O I ( c.� I 7 eD� 5 I S p 00 c�� C5 / fs g . I a I 62 • 90 ---- ---------N89!4-3'26!'E - - - 113.0 4.1 I S 3 I .. �1' 6 9.0 pyo co ( � a. 69.00 � ,,� co `` 0 / , Ik N O R F N.W. CORNER N. � ,- M N O� 6 � 5 N � � � 6 _ V 1 0- I co r 'S'J G S89'43' 26"W 138.00 , '1 o 01 r O co w cv F 1 - o Z TRACT`_ L w co ( N I 1 �' c3 r I +n! of -r A C, h I . o to 0 Q cn o_ r 0 9 a N I R-50.00 to n U m ,i o m 6 i 8 c� IN _ » 1 o m ,.n a-� h OVERALL m o A-22 46 28 cn 'n r o. NI c� 5 v f _ � IN o � _ - 1 � 1 W !� o c� 0_ ++ OVERALL R-50,00 ` I t z L=19.87 ,.. Ir N 1 I " ( L I� v of a - _ - 1-=90 00 00 04 I w I r CHD-19.74 o I to R-50.00 © r I N N11'39 48 W '- �I 25 25 i _ L-78.54 rn a w1 CB 00 I I,n A-90 00 00 „ > Q N ri , N d -I Cv I - �I , l N89 43 26 E L=78.54 S89 43 26 W • „ in , 26 E I I N89,43 26 E 166.00 0 166.00 N 89 43 166.00 ,- , L r I 1 _ I � - I 166.00 I f I N D . 25 25 Q o LEGE � i � I I 1 - w Z, 1 C� z I r_ I h W I U I N N �, - - NT _ p °' - 3 rn W cn ❑ PERMANENT REFERENCE MONUMENT I w d' I z ! i SET �rn N Irn , 0 2 0 1 M w r rn 7 N W „ ,, AL1 � I - � � (V �- ONCRETE MONUMENT WITH MAG NAIL & I . d, of N � Nl I ,o I Y (4x4C " Qr. rn �� + co I i o 4o J cv1 O r� N o w w Q - OI 1N I Q BRASS DISK STAMPED PRM -WBZ LB 6840") Q !cv �"- r -I icl,i cn co co I �, co ! Z r to o � r-- r N � N FND. _ INT MAG NAIL of I Q Q Z_ r) NER I , w i o -FOUND PERMANENT CONTROL PO Q � I� � o I w S.E. COR o m PCPo „ ►� N) o J � o f I = DISK STAMPED PCP WBZ LB 6840 o I z 1 o TRACT L o W BRASS D o w c� Q W W m i- v o_ z 1 1 ' . 0 =LOT CORNER -SET 5/8 IRON ROD WITH CAP Q i I F-- a I z W r_ cn l Z r7 o z _ I �I U w I I N89 43 26 E I o' WBZ ASSOC. LB 6840 cn c� 1 �, w �' r v) z o J S89 43 26 W o Q Ww I !�+ I 0 I ! � zN - o � , 'n �w WIT.- WITNESS ROD &CAP SET ON OFFSET - - - N89 43 26 E 166.0 - ^ I N 89 43 26 E �l `� w � o o r-- _ 166..00' Io cn of 166.00. � I � Q Q ..-PLAT BOOK INDIAN RIVER COUNTY RECORDS w z M r r P.BI wr _ l Q rz 1 m N ' !� �w Y N r� 166.00 22.06 (0 22.06 I to Q �,_, m N I co P.O.C.=POINT OF COMMENCEMENT- o Q I I S. LINE I �- -r - w w o R=25.00 i R-25.00 h � w 0 � .� _ \ o P.O.B.=POINT OF BEGINNING U) l o o aol TRACT L / I . cry. m �.• � � , „ o _ I� o � v o. ,... � � \ I o' �-- z _ a a o a=51 52 55 , L-51 52 55 r Q U.E,-UTILITY EASEMENT W w w o I �n . cn o z �,! z- oo .64 I F- a oa / 3 ) z �, rl L 22 L 22.64 � � co I o � � w D.E.=DRAINAGE EASEMENT M w o 00 z N • / I � � o' I or - Q v of 0 o- ui1 I n� 7 w �� 1 , � ,- Z = H T O F WAY o 00 / > { o �-- _ A / N R/W-RIG z_ 10 � i r TRACT I Q � a (0 1 /^ 1 I Z 0° I 1 R=RADIUS z N V FND. Q STORMWATER I j v ui i I 1 0_ LE o PCP A --CENTRAL ANG Q o F- - � MANAGEMENT- ! I 0 , _ = C LENGTH v z m ( I 56 I S L AR _ - 1 56 ; 3,3 _ a a_ I t o p;7 p � l CROSS CREEK LAKE 1 "��R� 4 45 1 CHD-CHORD v S7 *4,5, fv, • 2 \135. E R 1 n R� o ► 4,► ES TA TES PLA T ONE 12 1,3 C.B.=CHORD BEARING _,1 :4A W33 Iv S�4 5.00 t� S� � 135 I (P.B.I. 26, PGS. 70 73) �3 (NR) -NON -RADIAL -35.0 0 c i h .p0 ►� � _ � � FND. PCP I C 7 (R)=RADIAL� (WITNESS) FND. .FOUND ry i w CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BRG. Cl 50.00' 17008'07" 14.95' 14.90' N08'50'37"W C2 50.00' 34'54'55' 30,47' 30.00' N34'52'08"W C3 50.00' 24'3530' 21.46' 21.30' N64'37'21"W C450.00 132 1'28" 11.66' 11.63' N83'35'50"W 50..00.' • ' 19C5 13 21 28 11.66 11.63' S83'02'42"W C6 50.00 24435'30" 21.46 21.30 S64 0413 opw C7 50.00 34 54..53 30.47'130.00' S3419 01 W C8 50.00' 17'08'08' 14.95' 14.90' S08'17'30"W C9 191.00' 15'31'01" 51.73' 51.57' N07'28'57"E C10 191.00' 74'2859" 248.29 231.17' N52'28'57"E Cll 1191.00' 74'35'15" 248.64'231.45' S52'5857"E C12 191.00' 15024'45" 51.38' 51.22' S07'58'57"E C13 56.00' 67'17'40" 65.77' 62.06' S17'5731"W C14 56.00' 74'35'15" 72.90' 67.86' S52'58'57"E C15 56.00' 74'28'59'.' 72.80' 67.78' N52'28'57"E C16 56.00' 67'23'56" 65.87' 62.14' 1 N18'27'31low C17 56.00' 183445'50 277.35 69.14 N 89'43' 26"E �-' \ d _ OVERALL W . , GRAPHIC SCALE �, o , d- o / / R=191.00 i 0 25 50 100 200 LO o � � 0=180'00'00" / \ o i L=600.04' O i O CHD=382:00' 1 cn (IN FEET) 1 inch 50 feet C6=N89 43 26 E NOTES: OVERALL SURVEYORS - R 191.00 • p BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA _ 00 , , 1. DATE OF PREPARATION: JULY 10, - 2013 X180 00 LANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED . TRACT A STATE P _ L=600.04 110 CONTROL STATIONS. ON FIELD TRAVERSE FROM GPS 109 AND GPS DATE- REVISION CHD=382.00. STORM WATER INE OF THE SOUTH 1 2 SHEET MONUMENTED LINE- OF REFERENCE IS THE NORTH L / 11 5/13 REVISE PER COMMENTS CB=S89�43'2s"w MANAGEMENT OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING OF NORTH 89'4326" EAST. 2. THIS PLAT LIES IN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP No . 1�r 061 COO90 E AND 12061 CO113H, DATED DECEMBER 4, 2012. - . L OF SHEETS O