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)
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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
ACKNOWLEDGEMENT: STATE OF FLORIDA, COUNTY OF COLUMBIA
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
ACKNOWLEDGEMENT: STATE OF FLORIDA, COUNTY OF COLUMBIA
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
ACKNOWLEDGEMENT: STATE OF FLORIDA, COUNTY OF COLUMBIA
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.
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.
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
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
---- ----- 0 16-1 7 ---- --- • I "'--- ------ - ---------~ 1 / FLOOD ZONE BOUNDARY
------ ------ , , / '? 16 " ~__/ 47,:4-,-;------ r-:;----;,-L __ l / /;,, z ONE "x"
FLOOD ZONE BOUNDARY ZONE "x" r I 1'::R 2.03 AC. 10' UTJLITY EASEMENT______.// I.,....
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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