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Curve number 1 Curve number 2 DESCRIPnON Radlu$= 2500 Delta= 403114 An= 1768 Tangt1nt= 923 Chord= 1731 Chord Brg N3r4(J~W

Radu$= 2500 Deltabull 452938 NC 1985 Tangent= 1048 Chord= 1933 Chord 8rg S04480lW

A PART OF THE SW 14 OF THf NW 14 OF SECnON 22 TOWNSHIP 3 SOUTH RANGE 16 EAST MORE PARnCULARLY DESCRIBED AS FOLLOWS COMMENCE AT THE SOUTHWEST CORNER OF THpound S W 14 OF SAJD N W 14 SAJD POINT ALSO BEING ON THpound EAST RIGHT-OF-WAY LINE OF TURNER ROAD ANO BEING THpound POINT OF CURVE OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 195654 FEET AND A CENTRAL ANGLE OF

Curve number 3 Curve number 4 4bull43bull1r THENCE NORTHEASTERLY ALONG THE ARC OF SAJD CURVE (SAJD ARC BEING SUBTENDED BY A CHORD BEARING OF N70825EUNPLATED Radius 5000 Radius= 5000 AND A CHORD DISTANCE OF 16113 FEET) AN ARC DISTANCE OF 16118LANDS Delta= 3(122 bull44bull Delta= 68454r FEET FOR A POINT OF BEGINNING SAJD POINT OF BEGINNING BEING ALSO

NOT A PART Arc- 2651 Arc= 6001 THE POINT OF CURVE OF A CURVE CONCAVE TO THE WEST HAVING ATangent= 1357 Tangent= 3421 RADIUS OF 195654 FEET AND A CENTRAL ANGLE OF 71236 THENCEChord= 2620 Chord= 5647

Chord Brg N425048W Chord Brg NOo4J2rpound NORTHEASTERLY ALONG THE ARC OF SAID CURVE (SAID ARC BEING SUB- TENDED BY A CHORD BEARING OF N110J1E AND A CHORD DISTANCE Curve number 5 Curve number 6 OF 24604 FEET) AN ARC DISTANCE OF 24821 FEET THENCE N225-

47W 35469 FEET THENCE N670510pound 14763 FEET THENCE Radius= 5000 Radius= 5000 N22128pound 1910 FEET THENCE NJ1J61oW 20072 FEETDelta= w45bull4r Delta= 9r3848 THENCE S631426W 4615 FEET TO A POINT ON THE EAST RIGHT-An= 6001 Arrc 8521 Tangent= 3421 Tangent-= 5718 OF-WAY LINE OF SAID TURNER ROAD THENCE N22547W ALONG Chord= 5647 Chord= 7527 SAID EAST RIGHT-OF-WAY LINE 26575 FEET THENCE N88092rE~ Chord Brg N75291fE Chord Brg S211829pound 9000 FEET THENCE N22547W 10001 FEET TO A POINT ON THpound

NORTH LINE OF THE SW 14 OF SAID NW 14 THENCE N8809-lt 2rpound ALONG THpound NORTH LINE THEREOF 31748 FEET TO A POINT ON ~ THpound WESTERLY RIGHT-OF-WAY UNpound OF INTERSTATE N075 SAID POINT BEING ON A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OFCl 557958 FEET AND A CENTRAL ANGLE OF 6291r THENCE SOUTHEAST-(0 ERLY ALONG THE ARC OF SAID CURVE (SAID ARC BEING SUBTENDED BY A

CHORD BEARING OF SJ02315E AND A CHORD DISTANCE OF 63135 FEET)0 25 50 100 AN ARC DISTANCE OF 63169 FEET THENCE S222707W 39303

GRAPHIC SCALE FEET THENCE S465759W 42187 FEET THENCE S87341J-30 SCALE 1n = 100 W 23327 FEET TO THE POINT OF BEGINNING

COLUMBIA COUNT FLORIDA CONTAINING 1400 ACRES MORE OR LESS

SURVEYORS NOTES 1 PRELIMINARY PLAN APPROVED 21 IJARCH 1996 2 BOUNDARY BASED ON MONUMENTATlON FOUND IN ACCORDANCE WITH THE RETRACpoundMpoundNT OF PREVIOUS SURVEYS OF THE NW 14 OF SECTION 22 3 8poundARINGS BASED ON FLORIDA DOT RIGHT OF WAY SURVEY OF 1-75 BETWEEN f1A DOT RlV STATTON 1200+00 AND 1207+6644

UNPLATED 4 SOMpound PORnONS OF THIS PARCEL ARpound IN ZONpound A AND MAY 8pound LANDS SUBJECT TO FLOODING SOME PORJ70NS OF THIS PARCEL ARpound IN ZONE 0 XUNPLATED AND ARpound DETeRMINED TO 8E OUTSIDE THpound 500 YEAR FLOOD PLAIN AS PERLANDS FLOOD INSURANCE RATpound MAP DATED JANUARY 6 1988 COMMUN7Y PANEL

NO 120070 01258 5 CONTOUR UNES TAKEN FROM FElD ELEVATIONS BASED ON

NOT A PART NGVD 29 DATUM AND FROM QUADRANGLE MAPS 6 CLOSURE OF FIELD SURVEY IS 182117

0 7 bullUNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SW OF A FLORIDA UCENSED SURVEYOR AND MAPPER THIS DRAWING SKUCH PLAT

070 OR MAP IS FOR INFORMAnONAL PURPOSES ONLY AND IS NOT VALID Acplusmn 8 A BASE FLOOD ELEVATION OF 1085 FFET HAS BEEN SET FOR LOTS 5 6

7 ANO 8 THpound MINIMUM f7NISH FLOOR ELEVATION SHOUW BE 1095 FffT FOR LOTS 5 6 7 AND 8 ABASE FLOOD ELpoundVAT10N OF 1060 FffT HAS BEEN SET FOR LOTS 1 2 AND 22 THE MINIMUM FINISH FLOOR ELEVATION SHOUW 8pound 1070 FcET FOR LOTS 1 2 AND 22 BASE FLOOD ELEVAnONS ARE SET BY DALE C JOHNS FLORIDA REGISTERED ENGINEER NO 45263 ELEVATIONS BASED ON NGVD 29 DATUM

COUNTY ATTORNpoundY CERTIFICATE

I HEREBY CpoundRT1FY THAT I HAVE EXAMINED THE FORfGOING PLAT AND THAT IT COMPLIES IN FORM WITH THE COLUMBIA COUNTY SUBDMSION ORDINANCE AND CHAFTcR 177 OF THE FLORIDA STAnrrESI

I DATEDI

I COUNTY ATTORNpoundY J

I ACCEPTANCE FOR MAJNTFNANCpound COUNTY OF COLUMBIA I HEREBY CpoundRT1FY THAT THIpound IMPROVEMENTS I-MW BEINI _ CONSTRUCTF0 INmiddot AN ACCEFTAlJJE MANNER AND IN ACCORDANCE WffH couNtY SPECIFICA170NS OR THAT A PERFORMANCE BOND middotOR JNS7RUMENT IN THE AMOUNT OF fl_ $ HAS BEEN POSTED TO ASSURpound COMPLETION~ 050 OF ALL RpoundQUJRpoundD IMPROVEMENTS AND MAJNTENANCpound INV Ac t CASE OF DEFAULT LII ~~

smiddot I It ampSbull bull UNPLATED N87J41rf_21~ DATFD LANDS I ~==- -INOT A PART UNPLATED LANDS I

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SYMBOL LEGEND- ~_ DS 1-- -- y UNPLA TED LAN -PRM ~ NOTA PART ~ bull CONCRETE MONUMENT FOUND

c CONCRpoundTE MONUMENT SIT LS 4708 I --- bull IRON PIN OR PIPE FOUNDCONCRETE o 5lf IRON ROD SIT LS 4708I ThMONUMENT -x- WIRE FENCE

PLAT BOOK _ _p_ PAGEL~ SHEET 1 OF 1 flf][ffj[fJjijlJ[JJ(glJ

gcopyuJiJ u~~00

IN THE SW 14 OF THE NW 14 OF SECTION 22 TOWNSHIP 3 SOUTH RANGE 16 EAST COLUMBIA COUNTY FLORIDA

LOCAnoN SKETCH NOT TO SCALE SECnON 22T 3 SR 16 E

middotNonepound THERpound MAY 8pound ADDmONAL RESTRICTIONS THAT ARpound NOT RpoundCORDpoundD ON THIS PlAT THAT WY 8pound FOUND IN THpound PUBLIC RECORDS OF THIS COUNTYbull

bullNOTICE AU UTILITY EASpoundMpoundNTS SHOWN ON THIS PLAT SHALL BE FOR THE CONSTRUCTION INSTALLA110N MAINTENANCE AND THE OPERATION OF ELECTRIC 77LEPHONE GAS CABLE T V AND ANY 07HpoundR PUBLIC UTILITY

DEDICATION STATE OF FLORIDA COUNTY OF COLUMBIA KNOW AU MEN BY THESE PRESENTS THAT VICKI L HARRpoundLL AS OWNER H4pound CAUSED THE LAND SHOWN HEREIN DESCRIBED TO BE SURVEYED SUBDIV1DpoundD AND PLATTFD TO 8pound KNOWN AS bullBRANDEN ESTATES AND THAT ALL ROADS STREETS ALJpoundYS AND OTHER RIGHT-OF-WAYS AND ALL EASpoundMENTS FOR UTJLJT1poundS DRAINAGE AND OTHER PURPOSE INCIDENT THERETO AS SHOWN AND DEPICTED HEREON ARE HEREBY DEDICATED TO 7HE PERP USpound LC

ACKNOWLEDGEMENT STATE OF FLORIDA COUNTY OF COLUMBIA I HERpound8Y CERTIFY THAT ON THl5- DAY OF __ 1996 AO BEFORE ME PpoundRSONALL Y APPEARED VICKI L HARRELL TO ME KNOWN TO BE THE PERSON DESCR8pound0 IN AND WHO EXECUTED THpound FORpoundGONG

110N AND ACKNOWLEDGED THE EXECUTION TO 8pound HER FREE A FOR THpound

D PURPOSES S WHEREOF I

EA

NOTARY PUBLIC STATOF FLORIDA AT LARGE

CERTIFICATE OF CLERK THIS PlAT HAVING BEEN APPROVED BY THE COLUMBIA COUNTY BOARD OF COUNTY COMMISSIONERS IS ACCEPTED FOri FILES AND RECORDED THIS CDAY OF MLlt- 1996 AO IN PLAT_B_OOK-~___ PAGE L3j__ middotmiddot

Ra~-u_CLERK OF COURT COLUMBIA COUNTY FLORIDA

APPROVAL STATE OF FLORIDA COUNTY OF COLUMBIA rns PLAT 1s HEREBY APPJiQVED er mNidegtlUMBIA COUNTY COMAJJSION THIS ill D4Y OF 1996 AO

FOUND -c- pound1FCTRIC UTLJ1Y UNE (OVERHEAD) - UGpound - UNOFRGROUND pound1ECTRC SERVICE - ctv- CABLE TV UNE (OVERHEAD)NO ID I ~ MARK D DUREN PSM

NE CORNER - o- CHAIN UNK FENCELOT 21 OF -o- WOODEN FFNCEj SOUTH LINE OF THE ff0W~~0 LS 4708bullp1NE RIDGC ( CMP CORRUGATFD UETAL PIPEOF SECTION 22PLAT BOOK 4 RCP REJNFORCED CONCRE7pound PIPEI T 3 SR 16 E LS IANO SURVEYOR RT 1 8 BOX 555PAGE 102

NOT A PART LB UCENSED BUSINEsSAND 102A UNPLATED LANDS ORB omcJAL RECORD BOOK SISTERS WELCOME ROAD------- PRJJ PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT LAKE CITY FLA 32025

UNPLATED LANDS 0 U11UTY POLE SW CORNER RW RIGHT-OF-WAY (904) 758-9831 OFFICENOT A PARTOF NW 14 OF NO ID NO DENTFlCATlONSEC170N 22 FLA DOT flA DEPT OF TRANSPORTATION (904) 758-8010 FAXr J SR 16 pound LS 3048 PC POINT OF CURVE

PRC POINT OF REVERSE CURVEPOINT OF WO_ 250-08-95 ___COMMENCEMENT ~ J ALUM PLATE WITH NAJL