april 4, 2005 “cobblestone” unit 1

April 4, 2005 “COBBLESTONE”

UNIT 1

PARENT PARCEL - 24-3s-16-02275-000 - 108.27 ac – 70.65 = 37.62 ac remaining. PARENT PARCEL - 24-3s-16-02275-003 - 0.67 ac (DELETE) HEADER PARCEL - 24-3s-16-02275-100 A S/D lying in the W1/2 of Sec. 24-3s-16E, Rec. in Plat Bk. 8, Pgs. 3 thru 6. Containing 70.65 Ac mol. Lot 1 24-3s-16-02275-101 1.23 Ac Lot 2 24-3s-16-02275-102 2.32 Ac Lot 3 24-3s-16-02275-103 2.16 Ac Lot 4 24-3s-16-02275-104 2.15 Ac Lot 5 24-3s-16-02275-105 2.32 Ac Lot 6 24-3s-16-02275-106 2.83 Ac Lot 7 24-3s-16-02275-107 4.48 Ac Lot 8 24-3s-16-02275-108 2.65 Ac Lot 9 24-3s-16-02275-109 2.80 Ac Lot 10 24-3s-16-02275-110 1.92 Ac Lot 11 24-3s-16-02275-111 1.72 Ac Lot 12 24-3s-16-02275-112 1.80 Ac Lot 13 24-3s-16-02275-113 2.06 Ac Lot 14 24-3s-16-02275-114 2.04 Ac Lot 15 24-3s-16-02275-115 2.00 Ac Lot 16 24-3s-16-02275-116 2.03 Ac Lot 17 24-3s-16-02275-117 2.60 Ac Lot 18 24-3s-16-02275-118 2.07 Ac Lot 19 24-3s-16-02275-119 2.05 Ac Lot 20 24-3s-16-02275-120 2.05 Ac Lot 21 24-3s-16-02275-121 2.12 Ac Lot 22 24-3s-16-02275-122 2.12 Ac Lot 23 24-3s-16-02275-123 3.48 Ac Lot 24 24-3s-16-02275-124 2.69 Ac 24-3s-16-02275-198 9.39 Ac (Storm water basin within Cobblestone, Unit 1) 24-3s-16-02275-199 0.07 Ac (Common Area within Cobblestone, Unit 1)

BAILEY BISHOP & LANE, INC. 484 SW COMMERCE DRIVE, SUITE 135 P. 0. BOX 3717 LAl<E CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-777"1 Eng. Lie. 7362 Survey Lie. LB-0006685 BBL Job No. 000135

COBBLESrl,ONE, UNirl, 1 IN

SECTION 24, TOWNS/-/IP 3-S, COLUMBIA COUNTY,

RANGE F'L 0/? I DA

16-E.

PLAT DOOi< PAGE SHEET 'I OF 4

NOIES:

1. IJEAl!INl:S Alff BAS[D UN "l!IE Nornll f"l.lGIII UF WAY or COUNTY now NO. 250, UEING N 55• l9'51n w.

DES en I PT I Oil: 2. IOllil ACHES IN SUUUIVISlUN IS 10-65 AClff.S,

COMMENCE Al ·111E S0U\!1WES1 corrnrn nr S[CfllJN 2'1, TOWNS1l!P 3 SUUll!, 11/\NGE 16 EASr, CfJLUMlll/1 COUNIY, rtoHDIA; '11-!ENCE HUNN 01"00'01" W, /ILONG me WES! LINE. UF S/l!D SECIION ?.'1, 500.73 fl:.EI lfJ !t!E !NIE.llSfSflllN WIii! lHF. NU!l!I! HIGl!l' ur- WAY UF COUNTY HOAD No. 2SO, /I PUINI UN A CUHVE ANU IHI: PUll>fl nr llEGINNINGi ll![tJCE RUN NflHlllWESl[l!LY ALONG SAIO NIJlllll RIGHr OF WAY Al.UNG 1111:' ArlC OF 5/\!0 CURVE CONCAVE lU IHE NUIHIIEASI HAVING A HAOJUS OF 281'1. f9 FEE'I, A DELTA OF 02°70',12", A CHORD BEARING AND f)!S"IANCE OF M 52fl00'15" W - 115.19 rEEf, AN ARC UIS!Al'-ICE. or 1-15.20 FEET; THENCE N 00°59'58" W, 11.33 rEF.J; ")HENCE N 88"59'51" E, 259,62 H.El: 11-!ENCE N 01"00'09" W, 98.82 FEET: lllENCE N 29"08'43" E, 85,72 Fff!; HIENCE N 72"17'54" W, '15.45 FEE."!: "!HENCE N 31~46'27" E, 383,9f rEEI: 'IHENCE N 31"55'5'1" E, 206.15 ru.1: JH[NC[ N 19"08'00" [, 411.18 ru.·1: ltlENCE S a,~19'4'1" E, 234,14 !Tri; IHl:.NCE N 01"57'32" F., 493.60 FEET: rnrNCE N 76"46'22" E, 225, IY FEEr: "THENCE N 01°57'32" E, 394.26 FEEi: THENCE

3. SUH!)IVISIUN CUl~;<lSIS UF ?'1 !UIS, ll/llH;IMG IN S!!E rHOM I.;'., /\Ull', IU '1.'1/l ACHES, 1 CUMMUN Alll:.A ANU I SIUl!M\'IAl[H l3AS1l'-I,

4. UM UI\IUM JS NGVU 1929. CU)~!Uun.s U!' ll.111;11Nl'D rmJM r IUD UAI/\.

5. PHOPE.RlY IS ZONE.I) nsr-2 (JlES!IJEHl IAI ';INGLE rAMILYl ANU 1m (HIJllAI_ HESIU!"!-11 !Al).

6. [IUlOH or CLOSUllE BALANCEU 10 ZLllll. N 84°00'46" W, Bl.BO FEEr: 'lllENCF N 05"59'14" E, 60.00 FEEi; lllENCE N 05"'17'0S" W, 726.lR FH.1: IIIENCE N 87"03'30" E, 1015.11 FEET; 'lllENCE S or3o'oo" W, 2832.31 r-n:r 10 HIE CE.NIEnLINf. or AZAlEA CHEEK AS PE.It PL.Al or AZALEA CHEEK RECUflUEIJ IN PLA r BOOK 6 A I PAGE 8{; UF 111[ PUBl IC HECOBUS ur CULUMB I A COUtHY, FLUH IUA: I IILNCE HUN ALONG lHE ME.ANUEl1 OF AZALEA CllEEK HIE FOLLOWING counsE~: N 80"'11 1 06" w. 11.99 FEEi: S 32Q'l8'46" W, 39,86 FE[I: N 64"41'24" w. 94.85 FEET; S 29°22'09" w. 51.82 ru:-1; N 42°36'22" W, 83.52 FEEr: S 2r39'30" w. J4.·12 FEEi:

7. ACCOBOING 10 rLOUl) JNSIJ!V\l'JC[ n111r 1,1/\1' (CUMMlJNl IY PANEL N11. 120(_1/(J Ul'2:> U ,\ 1?0070 0175 B, ErrEC!IVE IJAI( .!ANll1\ln' r~. 19flll) 'Ill[ ABUVL l}[SCfll!\F.IJ LANIJS I IE IN ZUJ.JE "X", AN AHtA lJE.!EllM!i'-11:.IJ 1(1 !Jl lttJ!Sllll l!IE. 500-Yl All r\.!llllf f'LAIN /\MlJ ZUl~E 11 /1.", AN lillEA lJEIEHMINEU llJ l\l; !WillJE IIIL 100-YEAR l"I.IJU!) 1,1.1,IN.

N 8'1"24'03" W, 78.76 FEET; S 57"14'29" W, 70.99 FEEri S 30°59'32" W, 56.85 !TE.I! S 05"17'25" E, 47.76 FEE!; S 79"08'10" w. 66.65 FEET: N 29"53'19" w. 42.99 rEEl: N 63"01'29" W, 48,02 rui: S 26°19'41" w. 3'l.48 FEEi; S 15.,21'11" E, '19.G2 FEET; N 69"02'16'' W, 54.15 FEEi; S 32"29'19" W, 73,98 Ff.Er; S 2f"31'24" E, 30.82 FEE!; S 71"37'39" E, 89.71 FEET; S 16"29'58" W, 28,19 FEEi: S Tf"22'46" W, 101.72 HE'l: S 13°41'51" W, 60.22 FEEi; S '14"41'37" \'I, 41.62 rEEr; S 52"28'23" £. 47.98 FEET: S '12°49'00" w. 128.41 rF.ET TO 111!; ENO UF SAIU COUflSF.S

8. PHELIMINAllY rLAT WAS APPHOVED ON f,\/\( 111, ."003.

---- 9. WElLANlJS WEHE lJELINEAIED BY LG2 [NV!I\U!·!ldLl·llld SOLUTIONS, IH(.

ANO 10 At:-OHESAJIJ NOIHH rllGllr or WAY: l!IENCE N 65"19'51" IV, A!UNG SAW NOHl11 HIGH! or WAY. 306,?.0 HFI !O A POINI OF CURVE: ll!ENCE HUN NO!HHWESTEnLY ALOt'-IG rHE ArlC OF CUHVE CONCAVE JO 'lllE NOn!l!EAS-1 HAVING A fiALJI\JS UF 281'1, 79 FEE[, A DELTA OF !2"07.'09", A CHDl11J BEAHING ANO lllSIANCE or N 59"15'51" W - 590,20 FE.El, AN AHC UISIANCE UF

10. f3U!LP1NG SE"IBACl<S AllE AS FOLLOWS: rnuNI -25fE.EI

591-29 r:u:.1 10 THE POJNI" UF OEGINNING. CUN'IAINING 70.65 ACHES, MUnE on LESS,

CERTIFICATE OF DEDICATION & OWNERSHIP: LUCA/ION MAP Nor 10 SCALE

StlJE - 10 rr:EJ HE.All - 15 FEE I

KNOW ALL MEN BY lHESE PRESENTS lHAT COBBLES'IONE or COLUMIJIA COUNTY, LLC, AS OWNEH, ANll ME.HCAN! !LE HANK, AS MOIHGAGEE, IIAVE CAUSED TIIE LANDS IIEnEON SHOWN ·10 BE SUHVEY[O, SUBDIVIDEU /\NlJ f'LAI IEIJ, TU BE KNOWN AS COBBLESlONE, UNIT 1 AND TMAT ALL RIGHTS-OF-WAY ANO EASEMENIS AHE HEl-lEBY OEDICAIED FUR ·1HE PERPElUAL USE or HIE PUBLIC FOB USES AS SHOWN HEREON.

OWNERS: COBBLES rDNE OF COLUMBIA COUN I Y, LLC

~(4....\6 'i:l..um""'-\.A __ WI !NESS --l-

()/QP--~~~ BY:-------------··-------~-----·--

CH/\flLES S, SPARKS, MANAGING MEMl\ER OF FHONr!ER CAPITAL, LLC, "-)'\.A~ AS MANAGING ME..MUE.R UF COUBLESrDNE OF COLUMBIA CUUfHY, LLC _J_[l_ @')Ul'.l'IIJ..</'.l<L ____ ~

WllNES ·t

~J~-

·'ut MUHlGAGEEJ. LL. ! I

BY: l{Mf J)a,j •~ rmnEn·1 lU!~BEVILLE SENIOR VICE-PHESIOENT MEUCAN r I LE BANK

OF FRONTIEfl CAPI JAL, I_LC, OF COLUMBIA COUNIY, LLC

CERTIFICATE OF APPROVAL BY THE BOARD OF

'--;;(,.,lss

COUNTY COMMISSIONERS OF COLUMBIA COUI-ITY, FLORIDA

TI-IIS IS TO CERTIFY rnAT UN_~{)-~--- HtE AFUHEGOING PLAI WAS APPHOVEU IJY HIE BOARD OF COUNTY COMMJSSJONEl~S FOi~ COLUMBIA COUNrY, FLOHllJA.

CERTIFICATE OF COUNTY SURVEYOR

KNOW ALL MEN BY THESE PRESENTS, "!HAT TllE UNDERSIGNED, BE ING A L ICENSEO ANlJ riEGISTEHElJ LANO SUHVEYOH AND MAPPER, AS PROVIOEO LINOEi? CflAP"IEll 472, FlUlllOA S1A1U[ES AND IS IN GOOU SIANDING WIil-i lllE BDAfUJ OF LAND SUHVEYOHS, ODES 1-IEREOY CERTIFY THAT ON DEl!ALF OF COLUMBIA COUNIY, FLOHIOA HAS HEVIEWE.D IHIS PL,H FOR CONrOHMITY 10 CIIAP-IEH 177, FLOn!OA SlArLl"IES; AND SAILJ PLAI MEErs ALL HIE REOU111EMENIS OF CI-IAPIE.fl 1n. AS AMENDEU.

NAME~B2~"2<? __

UATE 4lc~lo> nEG\SlnAllON NUMBER 3028

ACKNOWLEDGEMENT: STATE OF FLORIDA, COUNTY OF COLUMBIA

TIIE fOllEGOING pCOICAl ION WIIS /ICKNOWLEfJGF.:D BEFORE ME llllS d-.L:LnAY ur~~-~~. __ BY 11A1i111 o. cn/\PPS, 11s MANAGING MEMBEH OF CUBBLESl'ONE OF COLUMBIA COUNIY, I.LC. nm ANU UN BE11ALf OF SAID CORPORATION, HE JS Pf:.flSONALLY KNOWN 10 ME OI~ HAS PRODUCED ---- AS

IDENllrl~JN, ' ~ c..J!.s SIGNED: _____ ~~,~!Q=a~~=~

NUrARY PUBLIC


lllE FOREGOING DEOICArlON WAS ACKNOWLEDGED BEFORE ME !IIIS a"5 __ UAY DF~~---;t..!J.Q~.--. BY IWBf.Hl IUIUJEVILLE, AS SENIDll VICE-PHESlllENI UF MEllCANllLE BANK, FOR ANO UN BEl·IALr OF SAIU BANK, IIE IS PEHSONALLY KNfJWN IU ME

rrwuucrn. . .... --;-!,----AS rn1N1 ~r JCAflON,

SIGNEO:_'LJ.J.l:<4_, Qll':,1 , %cl:::, NOIAIW f'U!JLIC

OH IIAS

MY COMMISSION EXPIH[S: 8 ·&::i-Dlo ~f) VeraUsaH1JY COMMISSION

• • My CommlsSlon DD131707 '\;: ,..'./ Expires Auguat 23, 2008

[XPlllES:


lll~1FOflEGO!NG U~UICAIJON WAS A,CKNOWLFOGED HEFOH[ ME !HIS Q/:r._DAY or __ -.J_Gi_<() ___ ,_:.il.J1.U..~ BY CHARLES s. SPAHKS, AS MANAGING MEMBEll OF FHONIIEH CAP! IAL, I.LC. AS MANAGING MEM13E!1 or COBBL[SIONE or COLIJMBlA CUIJNrY. Ll.C, ron AND Ol'4 l:lE!!ALF OF SAID COHPOnAl'tON. llE IS PEHSUNAltY KNOWN to ME Ull ti/IS PRO[)UCED IIS llJENIIF[Ct,,IION.

~1°',. Vera l.laaHlci<a • ~ j My COR'lff'4slon DD131707 ~ o; t;./ Expires Augusl 23, 2006

SIGNED:'::{J.QMd)trl t_~~ NOIARY PUBLIC

MY COMMISSION EXPIHES: --'\s'.L·_,°J-z:...2,...Ll{'1--"-.J.0'--11) Ven, Lisa Hid<s • • My~ 00191701 '\; ,,.'/ Expires Augutt 23, 2000


lHE FOREGOING DEOICAllON WAS ACKNOWLEDGED BEFOIW. ME HIIS o\5, __ IJAY OF -~~--~QQS~ BY ISAAC BllATKOVICH, AS MANAGING MEMBER or fROfHIER CAf'I [AL, 1 LC, AS MAN/\G!W; MEMBErt or COBBLESIONE OF COLUMBIA COUNrY, LLC, ron ANU ON BEIIAU or SAID COHPOflAflUN. l!E JS PEHSQ!::!Al.l.Y KNOWN 10 ME on llAS rHOIJUCEO AS llJENI IFICAI ION.

S IGNEO: -~d\,:jl ~'::, NUIAHY PUBLIC

"' COMMISSION EXP\n[S: ~-;)...3-0LP

~v ... u.a.-

!".. . • M, Comml&SiOO DD131707 ~ ,../ Expires AUgu&l 23, 2006

SPECIAL NOIES NOi iCE: llllS I'll\[, AS nr.crnmrn IN 115 (:RAPHlC rorlM, IS 1111: UFftCIAI. IJll'ICll!JN rJr IIIE SUBDIVIDEU LANUS DFSClllflEU HfllEIN /INll Will IN NU CIHCUMSIANCE.S BE Sl_!PPLMHED IN AU!IIUIH rY BY ANY OlltEH GHM'HIC Ill! DIGIIAL FORM or IHE Pl./11, lHEllE MAY IIE ADOJl!ONAL 1H:s1n1c1 IONS TIIAI Af.lE NOi HECUlmrn ON 1111S f'LAI 'IHAI MAY BE FOUND IN 11-lE PUBLIC llECUHOS or !ll!S CUUN!Y.

NOIICE: ALL rlAllEO"ll!ll.lTY [ASEME.NIS SIIALL Pf?OVIIJE !1!111 S!ICII E.ASl:.MF.NIS S!IAU. ALSO HE Ffl~~EMENIS l'UI~ IHE CUNSlmJCl'ICJN, INSIALl.Al ION, MAIN1E'N/INCE ANO Ol'ER/\1 ION ur CAOI [ IUEVISlfJN S[11V/C:ES PHOVlllED. llOWFVEH, NO Sllf:11 CDNSl!lllCTJUN. INSIALLAIION, MAlNIF.NMICE. ANO Lll'EHAIION ur Ci\f)U IELLVISIUN SEHVICES SHALL rnlUffEnE WI !!I IIIE FAC!l.1!1£S ANll srnv,ns or E.LECIH[C, !E.LEPH(!ME, GAS, OI~ 0111m PUBLIC urn. l'IY. IN !HE EVEN! 111/\t A CABLE H:CLEVISIUN cm,11)AN1 DAMAGES lllE FACILIIIES OF A PUlll.!C UI\LIIY, If SII/\LL BE. SOLELY llESPUNSIBLE raH l!IE DAMAGES.

NU! ! C[: WA I rn HUN UfT rnoM EX [ s 1'1 NG ·PUBLIC rrnAIJ n I Gl! Is ur WAY MAY UCCUfl UUl--l!NG HEAVY HAINS.

CERTIFICATE OF SUBDIVIDER's ENGINEER

1111s is 10 crn11ry lHAr oN __ j._ ..2A .. l)$" __ ~--····---···' ANN M. NEWLAND, flEGlS!EllEO FLCJHIU/1 ENGINEln, AS SPE.CII IEU WI llllN CH/I.PIEi~ 471, FLUIHOA SlfllUfS, LICENSE No. 59818, OOES 1-IE!lEBY CErHlrY 11\Ar ALL IIEOlJ!llEU IMPROVEMENTS IIAVE BF.EN INS-IALLEIJ IN CUl--lPLII\NCF WI 111 IIIE APPllOVEU CONSIHUCT ION PLANS ANO IF APPL I CABLE, ANY SU8MI I IE[) ''AS BUILI" BLUEPH\N!S IN ACCORDANCE V{llll HIE HEQUJHEMHIIS or IIIE BOAllD or CUUNIY COMMlSSIOMEHS UF CULUMB I A COUIHY, rLDl1 IOA,

~!"/ll.-11~uJ.. L nEGISlEHEU FLOl110A ENGINEER

CERTIFICATE OF APPROVAL BY THE ATTORNEY FOR COLUMBIA COUl;JTY, FLOl,IDA

EXAMINEU UN_ Jd,w.u., ~ --~--AN!J .:.--=-~~d/'. APPllOVE.!J AS !U l[GAL rol!l·,1 ANO sur1 I( ILNCY. BY

~~------

ACCEPTANCE FOR MAINTEl;JANCE

I l!EHEBY CE!r! lrY !llAI' !11F. IMPl10VEMFNIS H/IVE BELN CUNS l llUC l ED IN AN ACCU' I ABLE MANNE fl AND IN ACCLJHUANCE Wl!H CUUlHY Sl'EC!FlCA!IUNS fJH !HA! A l'U?I-OHMANCE BONO OR INSIRUlv1ENl IN l!IE AMOUNl Lil $ ---··-----llAS l3EEN POSlLD 10 ASSUllE CUMPLE! II.IN ur ALL llEOlllllELJ tMP!HJVI.MLNIS ANO MAJNIENAN(E IN (ASE Ul DEF AUL I.

SIGNCU: --~YA,-. ~v,-k~ IJAIL: _ //:,/',/{CS Uln[Cltin IJI PUUL!C WOlll<S 7_:,c.

CLERl~ 0S CERTIFICATE

1111$ PLAI !l/1VINl; !R!'N APPROVED B'{ 111[ lUtUMfJIA COlJNIY BOAlllJ UF COUN!'i' COMMISIONEnS IS ACU~PIE.O FQll _FILES ANO llr.CUllUl"ll IIIIS _ _!, __ IJAY 1JF ~~==='>~ dfl0--2___ \N PLAI BOUK _=.ff __ , l'Ai,ES

3-t, .

SIGNED: ___ ~ 4-,/~_, ____ . CLl:.lll< ur C!IICUI I cuu1n

CERTIFICATE OF SURVEYOR

I, lllE UNllLllSIGfH_U 1~1n1rrss10NAL S!lllV[ Yim MIU MAPP[n. llEllEl3Y Cl:.lllll"Y 1!1/\1" lll!S r'LAr JS A (HUE NH) cu1mi:ct l~EPUES[NlA.I [I.JI,! IJ( !Ill LANIIS SUINFYLU, !IIAI l!IE '.:-.l/llV['i' OAIA COMPLIES \'JI !I! AU_ REOUll1EMEN!S UF Cl-!APIER 1 U. FLUHIUA S'IAIUE''., Al'-ID !HE CULUM8!A CULIN!Y I.ANO UEVEI !ll'MI NI CODE AN0.-11-1/\1 !11[ PEJlMANF.NT REFERENCE 1,IUNUMENl"S WEHE INSTALLED AS ur IIILfL°':.~ DAY OF __ .. lA~ _to_q~--- , 1111 PEUMANENr CONHHJI POINIS ANO LOI CUIINE.ll'.) WlHE INS!ALLED AS or IIIE_l_k_.._.._ IJAY OF ~/I.Iv :zoos- __ .

/-_2,J../- 05 --UA IT

13AILEY, BISIHJr ,& LANE, INC P.U. BOX 3711 LAKE C!IY, rumJDA 32056-3717 LB 6685

-~~JMJ __ BH I AN· SCU r I UAN l f L PHui:tSS[Ul'-IAL. SUIWEYl1H ,\ MAl'PEll FLOll!DA HEGIS'JRA"I ILIN NO. 6449

/_,'

P.O.B.

BAILEY BISHOP & LANE, INC. 484 SW COMMERCE DRIVE. SUITE 135 P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685 BBL Job No. 000135

I I"<) I 't

"' "' 6 6 ---. ---. 1-- ,__ <., <., Lu Lu V) IV)

' 0

0 0

0

z

23 24

26 ~P.o.c.

"·

SECTION 24 ---SECTION 25

SW CORNER OF SEC. 24, TWP. 3-S, RNG. 16-E

LEGEND Q DENOTES 5/8" IRON ROD !,. CAP S£T { LB6685 l

DENOTES !RON PIPE OR REBAR FOUND N E

- NORTH - EAST •

0 DENOTES 4 "x 4" CONCRETE MONUMENT SET ( LB6685) S - SOUTH

• DENOTES 4 "x 4" CONCRETE MONUMENT FOUND @ DENOTES NAIL & DISK SET ® ± PC PT

DENOTES NAIL & DISK FOUND - MORE OR LESS - POINT OF CURVATURE - POINT OF TANGENCY

Pl - POINT OF INTERSECTION PRC - POINT OF REVERSE CURVATURE PCC R T L ~

CH PCP

- POlNT OF COMPOUND CURVATURE - RADIUS - TANGENT - ARC LENGTH - CENTRAL ANGLE - CHORD BEARINGS. DISTANCE - PERMANENT CONTROL POINT

PRM - PERMANENT REFERENCE MONUMENT R/W - RIGHT OF WAY FOOT - FLORIDA DEPARTMENT OF TRANSPORTATION SRO - STATE ROAD DEPARTMENT L1

1

8 - L I NE NUMBER

LOT NUMBER

CURVE NUMBER

w <t IP> \ D) IC)

'"'

- WEST - CENTERL !NE - PLAT - DEED - CALCULATED - MEASURED

0/S - OFFSET NO ID - NO lDENTJFlCAT!ON FND - FOUND CM IP IPC RB RBC IR !RC NL NL 4D ORB PG POC POB SEC TWP RNG PLS RLS

- CONCRETE MONUMENT - !RON PIPE - IRON PIPE & CAP - REBAR - REBAR ll. CAP - IRON ROD - IRON ROD & CAP - NAIL - NAIL S. DISK - UFVICIAL RECORDS BOOK - PAGE(S) - POINT OF COMMENCEMENT - POINT OF BEGINNING - SECTION - TOWNSHJP - RANGE - PROFESSIONAL LAND SURVEYOR - REGISTERED LANO SURVEYOR

COBBLESTONE, UNIT 1 IN

SECTION 24, TOWNSHIP 3-S, COLUMBIA COUNTY,

RANGE FLORIDA

16-[

·----._ ·----...

/ /

0

<o;-/ J

<o;-1

~"01,,,, .............__. l?.,,,IY

----..._ ----...

.. ----... . ----...

L7

'o;-s

/

/

.. ----...

2801

DEVELOPER: DANIEL 0. CRAPPS

WEST U.S. HIGHWAY 90 STE. LAKE CITY, FL. 32055

(386) 755-5110

SURVEYOR: BRIAN SCOTT DANIEL

P. 0. BOX 3717 LAKE CITY, FL. 32056

(386) 752-5640

ENGINEER: ANN M. NEWLAND P. 0. BOX 3717

LAKE CITY FL. 32056 (386) 752-5640

10 1

0

·----... .. ----....

50

SCALE:

.'------... .

100

1 " -

. ----...

. ----

200

1 00'

/ 6'

CURVE RADIUS NUMBER

1 2,814.79' 2 2,814.79'

1-1 2,814.79' 1-2 60, 00' 1-3 260, 00' 2-1 260. 00' 3-1 260,00' e--A-3 200, 00'

1-----·--- . A-4 140, 00' B-1 140.00' 8-2 2,814.79' C-1 110.00' C-2 230. 00' 0-1 2,814.79' 0-2 2,814-79'

PLAT BOOK PAGE SHEET 2 OF 4

~/ . "' <o w

CURVE DATA

DELTA CHORD BEARING

02°20'42" N 52"00'15" W 12"02'09" N 59"15'51" W 11°45'07" N 59"24'22" W 67°33' 32" N 70"11'15 11 E 21"15'04" S 86"39'31" E 22"10'30" N 71°37'42" E 26"06' 48" N 47"'29'03 11 E 69°32'23" s 69"11'50" w 14"56'11" N 83°31'04" W 48"41 '48" S 64"38' 57" W 01°09'30" N 5P24'40" W 62°57'26" N 72°29'18" E 69"32'26" N 69" 11 1 48" E 00"51 1 32" N 53°03 1 15" w 00°36'41" N 52°17'46" W

CHORD DISTANCE

115.19' 590. 20' 576.34' 66,72' 95,88'

100.00' 117-48' 228.11'

36.47' 115.44' 56.91'

114.88' 262.33'

42, 19' 30.04'

ARC LENGTH

115.20' 591,29' 577,35' 70,75' 96. 43'

100,63'

118.50' 242.74' 36.58'

118.99' 56. 91'

120.87' 279.15' 42, 19' 30.04'

LINE TABLE LINE TABLE LINE BEARING

L1 s 80" 41 1 06 II E L2 s 32"48'46" w L3 N 64"41'24" w L4 N 29"22'09 1' E LS N 42°36'22" w LG s 29°39'30" W L7 N 84"24'03" W LB s 57"14'29" W L9 s 30°59'32" W L10 s 05°17'25" E L11 s 79°08 1 10" w L12 N 29° 53 1 19" w L13 N 63"07'29" w

SHEET 2 OF 4

DISTANCE LINE BEARING

11 , 99' L14 S26"19'41"W 39.86' L15 s 15"21 '11" E 94,85' L 16 N 69"02'16" W 51. 82' L17 s 32"29'19" W

--· 83,52' L1B s 27°31 '24" E 74, 72' L 19 s 71°37'39" E 78-76' L20 s 16"29'58" w 70,99' L21 s 77°22'46" w

~-

56,85' L22 s 13°41'51" w 47,76' L23 s 44°41 '37" w 66,65 1 L24 s 52°28'23" E 42,99' L25 s 42"49'00" W 48,02'

KEY MAP - NOT TO SCALE

I Common Area

I I I L ________ J

DISTANCE

37,48' 49,62' 54.15' 73,98 1

30,82' 89, 71' 28, 19'

101.72' 60,22' 41. 62' 47,98 1

128,43'

~,~ B& ~ Aft if 'Z 1J~ ifo ~ o2

0 • D • @

® ± PC PT Pl PRC PCC R T L 6 CH PCP PRM R/W

BAILEY BISHOP & LANE, INC. 484 SW COMMERCE DRIVE, SUITE 135 P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685 BBL Job No. 000135

LEGEND DENOTES 5/8" IRON ROD & CAP SET (l86685) N DENOTES IRON PIPE OR REBAR FOUND E DENOTES 4"x 4" CONCRETE MONUMENT SET (l86685J S DENOTES 4"x 4" CONCRETE MONUMENT FOUND W DENOTES NAIL & DISK SET <;-Pl DENOTES NAIL & DISK FOUND ID)

- NORTH - EAST - SOUTH - WEST - CENTERLINE - PLAT - DEED

- MORE OR LESS - POINT OF CURVATURE - POINT OF TANGENCY

(Cl - CALCULATED !Ml - MEASURED D/S - OFFSET

- POINT OF INTERSECTION - POINT OF REVERSE CURVATURE - POINT OF COMPOUND CURVATURE - RADIUS - TANGENT - ARC LENGTH - CENTRAL ANGLE - CHORD BEARJNG & DISTANCE - PERMANENT CONTROL POINT - PERMANENT REFERENCE MONUMENT - RIGHT OF WAY

NO IO - NO IDENTIFICATION FND - FOUND CM - CONCRETE MONUMENT IP - IRON PIPE !PC - IRON PIPE & CAP RB - REBAR RSC - REBAR & CAP JR - IRON ROD !RC - ]RON ROD & CAP NL - NAIL NL <lJ - NAIL &. DISK

FOOT - FLORIDA DEPARTMENT OF TRANSPORTATJON SRD - STATE ROAD DEPARTMENT

ORB PG

- OFFICIAL RECORDS - PAGE(SI

BOOK

L 1 -- LI NE NUMBER POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING

1 LOT NUMBER SEC - SECT ION

~ CURVE NUMBER TWP - TOWNSHIP RNG - RANGE PLS - PROFESSIONAL LANO SURVEYOR

CURVE NUMBER

16-1 16-2 17-1 18-1 19-1 19-2

RLS - REGISTERED LAND SURVEYOR

CURVE DATA

RADIUS DELTA CHORD CHORD BEARING DISTANCE

30.00' 48°11'23" N 30"04'55" E 24.49'

60,00' 51"35'00" N 28"23'01" E 52.21'

60.00' 78"16'10" N 36"32'28" W 75.74'

GO.OD' 85"41 '40" S 61"28'37" W 81.61'

GO.OD' 60"49'56" s 11"47'11" E 60.75' 30.00' 48"11'18" S 18"06'30" E 24.49'

DEVELOPER: DANIEL D. CRAPPS

2801 WEST U.S. HIGHWAY 90 STE. 101 LAKE CITY, FL. 32055

(386) 755·5100



(386) 752 ·5640

ENGINEER: ANN M. NEWLAND P. 0. BOX 3717

LAKE CITY FL. 32056 (386) 752-5640

KEY MAP NOT TO SCALE

i---------1

,. 11 I

" I I 20 1• I SHEET 4 OF 4 I 21 " I

I " I ~-f-- ,. ,. - I I ., -t--1 .. 12 I

SHEET 3 OF 4 I 11 I I I

SHEET 2 OF 4

I I I

I Common .,.. I I I L ____________ J

ARC LENGTH

25.23' 54.02' ----81.96' 89.74' 63.70' 25.23'

0 50

SCALE: 100

1 "



RANGE FLORIDA

16-E

PLAT BOOK PAGE SHEET 4 OF 4

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---- ----- 0 16-1 7 ---- --- • I "'--- ------ - ---------~ 1 / FLOOD ZONE BOUNDARY

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UTILITY EASEMENT LOT 29 SPRING HOLL OW

PlAT BOOK 4, PAGES 19 & 19A

0 • D • (§)

®

BAILEY BISHOP & LANE, INC. 484 SW COMMERCE DRIVE, SUITE 135 P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685 BBL Job No. 000135

LEGEND DENOTES 5/8" IRON ROD & CAP SET ( l86685 l DENOTES IRON PIPE OR REBAR FOUND DENOTES 4 "x 4" CONCRETE MONUMENT SET ( LB6G85) DENOTES 4"x 4" CONCRETE MONUMENT FOUND DENOTES NA{L & OlSK SET DENOTES NAIL & DISK FOUND

MORE OR LESS - POINT OF CURVATURE

POINT OF TANGENCY

N E s w ({_ IP I ID)

- NORTH - EAST - SOUTH - WEST - CENTERL !NE - PLAT - DEED - CALCULATED - MEASURED

OFFSET

± PC PT Pl PRC PCC R

- POINT OF INTERSECTION

IC I IMI DIS NO ID FNO CM

- NO IDENTIFJCATION

T L ~

CH PCP PRM

POINT OF REVERSE CURVATURE - POINT OF COMPOUND CURVATURE

RADIUS - TANGENT

ARC LENGTH - CENTRAL ANGLE

CHORD BEARING & DISTANCE PERMANENT CONTROL POINT PERMANENT REFERENCE MONUMENT

R/W - RIGHT OF WAY

IP IPC RB RBC IR IRC NL

FOOT FLORIDA DEPARTMENT OF TRANSPORTATION NL ->-0 ORB PG POC POB SEC TWP RNG PLS RLS

SRO

L1

1

8

- STATE ROAD DEPARTMENT - LINE NUMBER

LOT NUMBER

CURVE NUMBER

CURVE DATA CURVE RADIUS DELTA CHORD

NUMBER BEARING

7-1 260. 00' 29°53'36" N 19°28'47" E 8-1 200.00' 59"47'13" N 34°25'35" E

10-1 260,00' 41°31 '04" N 43°33'40" E 11-1 260,00' 16° 48' 53" N 14°23' 41" E 24-1 200,00' 58"19'58" s 35°09'13" w

A-1 260. 00' 59°47'13" s 34"25'35" w A-2 200.00' 29°53'36" s 19"28'47" w C-3 230. 00' 29"53'36" N 19"28'47" E C-4 230,00' 59"47' 13" N 34"25'35" E C-5 230.00' 58"19'58" N 35°09'13" E

KEY MAP · NOT TO SCALE

- FOUND - CONCRETE MONUMENT - IRON PJPE - IRON PIPE & CAP

REBAR REBAR & CAP

- IRON ROD - IRON ROD & CAP

NAIL - NAJL & DISK

OFFICIAL RECORDS BOOK - PAGElS)

POINT OF COMMENCEMENT - POINT OF BEGINNING - SECT[ON - TOWNSHIP - RANGE - PROFESSIONAL LANO SURVEYOR

REGISTERED LAND SURVEYOR

CHORD ARC DISTANCE LENGTH

134.12' 135. 65' 199.36' 208.70' 184,31' 188,40' 76.03' 76.30'

194.94' 203.62' 259.16' 271.30' 103.17' 104.35' 118.64' 120.00' 229.26' 240.00' 224,18' 234.16'

I 1• I I ,. 17 I I 20 " I I 21 1s I SHEET 4 OF 4

I 14 I I 22

.---- - .-- - --1,,..,,.1--1a - I I 23 H-c=1 - t-- -I 11 I

SHEET 3 OF 4 I I I I

SHEET 2 OF 4

0

I I r-t-: I I Common

A<ea

I I I L ________ J

50

SCALE: 100 1 /I

200

100'

" " -

<v

2801

PRM '

""' "' <t'



RANGE FLORIDA

DEVELOPER: DANIEL D. CRAPPS

WEST U.S. HIGHWAY 90 STE. LAKE CITY, FL. 32055

(355) 755·5100



(386) 752·5640

ENGINEER: ANN M. NEWLAND

P. 0. BOX 3717 LAKE CITY FL. 32056

(386) 752·5640

101

0 <.O

20'

Stormwater Basin 9.39 AC.

ZONE "x"

22

8

16-E

PLAT BOOK SHEET 3 OF

13 2.06 AC.

12 1.ao AC.

PAGE 4

0 0

0 0

'"

;;; 0 ~

f\J RLS 1950

LOT 29

LOT 28

" -

PRM / /

' 0 0

0 ,.., • "' 0

V)

LOT 27

LOT 26

LOT 25

LOT 24

LOT 23

LOT 22

LOT 21

LOT 20

LOT 19

LOT 18

"

april 4, 2005 “cobblestone” unit 1

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