PIL IN OS& 17, TOWNS1llP03 SOUTH.RANGE I6EAST COLUMBIA ...columbia.floridapa.com/ColumbiaPA_PLATs/Blackberry_Farms.pdf · pil ('jfu) 752-5649 fax (')94) 755-7771 eng. lie. 7362 survey

BAILEY BISHOP & LANE, INC. SW BARNE1T WAY P.O. BOX 3717 LAKE CITY, FL 32956-3717 PIL ('JfU) 752-5649 FAX (')94) 755-7771 Eng. Lie. 7362 Survey Uc. LB-0096685

CERTIFICATE OF DEDICATION & OWNERSHIP:

KNOW ALL MEN BY THESE PRESENTS THAT DANIEL D, CRAPPS, HAS CAUSED THE LANDS flfREON SHOWN TO BE SURVEYED, SUBOIVIOEO ANO PLATTED, TO BE KNOWN AS "BLACKBERRY FARMS', ANO THAT ALL RIGHTS-OF-WAY ANO EASEMENTS ARE HEREBY DEDICATED FOR THE PERPETUAL USE OF THE PUBLIC FOR USES AS SHOWN HEREON,

OWNER• DANIEL D, CRAPPS

BY~~]) , OAfi: CRAPPS WITNESS ~,

c~ x20--cd+<. WITNES

ACKNOWLEDGEMENT: STATE OF FLORIDA, COUNTY OF COLUMBIA

THE FOREGOING DEO!~TlON WAS ACKNOWLEDGED BEFORE ME THIS .i..CJ_ DAY OF :\~ , 2001 BY DANIEL D, CRAPPS, AS OWNER OF "BLACKBERRY FARMS", FOR AND ON BEHALF OF SAID SUBDIVISION, HE IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS {OE:'ifTIFICATION.

SIGNED: :-< ) Q,Jw._~, '40 ~~ NOTARY PUBLIC

MY COMMISSION EXPIRES: 8'- d: 3::Q;;;L..

CERTIFICATE OF APPROVAL BY THE BOARD OF

----=== . W$ __ .<_bo -·-... "'" ""· VER/I USA HICKS

{~ M't' COMMm~1m1 !I cc 754139 • - EXPIRES: "11~us\ 23, 2002

Bonded Thru «~ti,1 ruMc Undt!rwrit1m:

COUNTY COMMISSIONERS OF COLUMBIA COUNTY. FLORIDA

THIS IS TO CERTIFY THAT ON THE AFOREGOING PLAT WAS APPROVED BY THE BOARD OF COUNTY COMMISIONERS FOR COLUMBIA COUNTY, FLORIDA,

,'

ATTEST: ___________ _

CERTIFICATE OF COUNTY SURVEYOR

KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING A LICENSED AND REGISTERED LANO SURVEYOR AND MAPPER, AS PROVIDED UNDER CHAPTER 472, FLORIDA STATUTES ANO IS IN GOOD STANDING WITH THE BOARD OF LANO SURVEYORS, 00 SHERE Y CERTIFY THAT ON BEHALF OF COLUMBIA COUNTY, FLORIDA ON REVIEWED THIS PLAT FOR CONFORMITY TO CHAPTER 472, LORI A STATUTES• ANO SAID PLAT MEETS ALL THE REOUIRE NTS OF CHAPTER 472, MENDED,

NAME

DATE -',£.....t.-""'-./-'-"C...C.."-""'-'---~

REGISTRATION NUMBER 302$

02.01.S- oo t 02~\c~-OOL\

BLACKBERRY FARMS A

PLANNED RURAL RESIDENTIAL DEVELOPMENT IN

SECTIONS OS& 17, TOWNS1llP03 SOUTH.RANGE I6EAST COLUMBIA COUNTY, FLORIDA

MORTGAGEE:

SY: SOUTHEASTERN BANK DAN BURKHALTER, SENIOR VICE-PRESIDENT

CERTIFICATE OF APPROVAL BY THE ATTORNEY FOR COLUMBIA COUNTY, FLORIDA

EXAMINED ON ~ /fl', :)!}(j/ ANO APPROVED AS TO LEGAL FORM AND SUFFICIENCY BY

ACCEPTANCE FOR MAINTENANCE

I HEREBY CERTIFY THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN AN ACCEPTABLE MANNER ANO IN ACCORDANCE WITH COUNTY SPECIFICATIONS OR THAT A PERFORMANCE BONO OR INSTRUMENT IN THE AMOUNT OF $ -----HAS BEEN POSTED TO ASSURE COMPLETION OF ALL REQUIRED IMPROVEMENTS AND MAINTENANCE IN CASE OF DEFAULT,

SIGNED: ·.tL_ / C...~ DATE: 9/J.f'/"t O~OF PUBLIC WORKS 7 7

CERTIFICATE OF SUBDIVIDER's ENGINEER

THIS IS TO CERTIFY THAT ON'7/lr/or . GREGORY G, BAILfV, REGISTERED FLORIDA ENGINEER, AS SPECIFIED WITHIN CHAPTER 471, FLORIDA STATUES, LICENSE NO, 43858, DOES HEREBY CERTIFY THAT ALL REOUIREO IMPROVEMENTS HAVE BEEN INSTALLED IN COMPLIANCE WITH THE APPROVED CONSTRUCTION PLANS ANO IF APPLICABLE, ANY SUBMITTED "AS BUILT" BLUEPRINTS IN ACCORDANCE WITH THE REOUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS OF COLUMBIA COUNTY, FLORIDA,

.}A ~- . REGISTE~LDRIDA ENGi EER

==-=···· ··········--·· .. .. . .

PLAT BOOK I PAGE J./ SHEET 1 OF 9

CLERK'S CERTIFICATE

THIS PLAT HAVING BEEN APPROVED BY THE COLUMBIA COUNTY BOARD OF COUNTY COMMISION!;:llS IS ACCEPTED F;.2r-ND RECORDED THIS~L"t __ OAY OF

2001. IN PLAT B~ PAGES A JJ._.

SIGNED• ,/~ CLERK OF CIRCUIT COURT ~

CERTIFICATE OF SURVEYOR

I, THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER, HEREBY CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, THAT THE SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF CHAPTER 177, FLORIDA STATUES AND THE COLUMBIA COUNTY LANO DEVELOPMENT CODE ANO THAT THE PERMANENT REFERENCE MONUMENTS WERE INSTALLED AS OF THE 31th DAY OF JULY, 2001, THE PERMANENT CONTROL POINTS ANO LOT CORNERS WERE INSTALLED AS OF THE 31th DAY OF JULY , 2001, Q ()7-18-0/ /~-~ DATE THOMAS E, DURRANCE

PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO, 4534

BAILEY, BISHOP & LANE, INC P.O. BOX 3717 LAKE CITY, FLORIDA 32056-3717 LB 6685

BAILEY BISHOP & LANE, INC. 3107 SW BARNETT WAY P. 0. BOX 3717

BLACKBERRY FARMS A

PLATBOOK / PAGE 5 SHEET 2 OF 9

LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Uc. LB-0005685


SECTIONS 08 & 17, TOWNSJHP 03 soum, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA

LANO USE 133,1458 ±ACRES= RESIDENT/AL LAND USE 43.8885 ±ACRES= COMMON AREAS

177.0343 ± ACRES TOTAL

SPECIAL NOTE NOTICE: 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 ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED DN THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.

SPECIAL NOTE

NOTICE: ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE ANO OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER. NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT THAT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES.

SURVEYOR & MAPPER THOMAS E, DURRANCE

BAILEY, BISHOP & LANE, INC, 3107 SW BARNETT WAY

LAKE CITY, FLORIDA 32025 (386) 752-5640 REG, NO, 4534

CURVE DATA CURVE RADIUS DEL TA ARC CHORD CHORD

NO. LENGTH DIST. BEARING l-1 530.00' 11• 31' 13" 106.56" 106.39' N 32• 54' 45" W 1-2 320.00' 34• 09' 47" 190.80" 187.99' N 21' 35' 28" W 2-1 320.00· 39•5e·16" 223.24· 210.14· N15·2e·33"E 2-2 630.00· e·10· 11· 89.85' 89.77' N31'22'33"E 3-1 630.00' 36'19'23" 399.39' 392.74' N9.07'43"E 6·1 260.00' 52' 20' 14" 237.50' 229.33' N 35• 12" 05" W 7-1 260.00· 28' 11· 43" 121.95· 126.66' N 75• 2e· 04" w 10-1 260.00· 38. 40· 12" 175.48' 112.1 r s 11· 05· 58" w 11-1 260.00· 30'21'19" 137.75' 136.14' s35•35·12·w 12-1 260.00' 22· 00' 48" 99.89' 99.28' S 10· 24' 09" W 15-1 320.00' 27'40'32" 154.57' 153.07' S14'26'31"E 16·1 320.00· 23'48'51" 133.oo· 132.05' s40·11·12"E 17-1 320.00' 34• 07' 44" 190.61' 187.81' s 69' 09• 30" E 18-1 320.00' 21'33'11" 120.37' 119.67' N83•00·03"E 19·1 630.00' 39• 48' 39" 437. 74' 428.99' S 87' 52" 13" E 19-2 25.00' 101• 18' 56" 44.21' 38.67' S 17' 18' 25" E 19-3 570.00' 2· 06' 38" 21.00· 21.00' S 34• 24' 22" W

1-------1--19·4 3eo.oo· 14·08'03" 491.68' 458.09' s1·35·2o"E

1------t--20·1 260.00" 107" 10' 19" 486.33' 418.47' N 54• 11' 23" W 21-1 470.00· 15• oo· 2s" 131.31· 130.09· s s· 25· 32" w

21-2 330.00· 32• oo· 55" 184.40' 102.01· so· 25· 18" w 21-3 470.00' 16° 00' 28" 131.31' 130.89' S 7° 34' 56" E 22-1 260.00' 101• 10' 19"' 486.33' 418.47' N 54• 11' 23" W

t------l--24-1 200.00' 91• 02' 20" 317.79' 285.40' N 44• 54' 55" E 25·1 200.00· so· 31' 57" 201.11· 258.54' s 49· 11· 57· E

l------t--26-1 200.00' 91•02·20•• 317.79' 285.40' N44.54'55"E

27-1 200.00' 80'31'57" 281.11" 258.54" S49'17'57"E 28-1 570.00' 7• 19' 27" 72.86' 72.81" S 5• 22" 15" E 29-1 570.00" 23• 25' 49" 233.09' 231.47' S 10· 00' 23" W 29-2 2s.oo· 91•09·44· 39.78' 35.71' s51·1e·o9"w 29-3 690.00' 40• 39' 33•• 489.65' 479.44" N 87° 26' 46" W 30·1 470.00' 39• 05' 39" 320.69' 314.51' S 19° 07' 32"' E 31-1 470.00· 15• oo· 28" 131.31· 130.09· s e· 25· 32· w 31-2 330.00· 32• oo· 55" 184.40· 102.01· so· 25· 1e" w 31-3 470.00' 5• 57' 26" 48.87' 48.84' S 12• 36' 27" E

CAI-I 470.00' 10• 03' 02" 82.45' 82.34' S 4• 36' 13" E CA2-1 530.00" 16• 00' 28" 148.07' 147.59" N 7• 34' 56" W CA2-2 270.00' 32" 00' 55" 150.87' 148.91" No• 25' 18" E CA2-3 530.00' 16• 00' 28"' 148.07' 147.59' N 8' 25" 32" E CA2-4 530.00' 27° 34' 26" 255.07' 252.61' N 13• 21" 55" W CL-I 500.00' 16· oo· 28" 139.69" 139.24" N 7• 34' 56" W CL-2 300.00' 32• 00' 55" 167.63' 165.46" No· 25' 18" E

t--Cc.cL--3'----l--'-5o_o_. o_o_· _ _,_ __ 1_6_. _00_·_2_8_" _ _,_ __ 1_3_9_. 6_9_· _, __ 1_3_9_. 2_4_· -+--N_s·_2_5_'_3_2_ .. _E_-1 CL-4 500.00' 39• 05' 39" 341.16' 334.58' N 19° 07' 32" W

t------+--C L -5 350.00" 74• 08' 03" 452.86" 421.92" N 1• 36' 20" W

CL-6 600.00' 44• 29' 40" 465.94' 454.32' N 13° 12' 51" E CL-6A 600.00' 8' 10' 17" 85.57" 85.50' N 31• 22' 33" E CL-6B 600.00' 36° 19' 23" 380.37' 374.04' N 9• 07' 43" E CL-7 230.00' 80' 31' 57" 323.28" 297.32' N 49• 17' 57"W CL-8 230.00' 91.02'20" 365.45' 328.20' 544•54·55·w CL-9 290.oo· 107°10'17" 542.44' 466.75" 554•11·24"E

CL-10 660.00' 45• 03' 27" 519.02' 505. 75' S es· 14' 49" E E-1 530.00· 4• 12· 35·· 38.94' 38.93' N 1· 41" oo· w E-2 320.00' 12° 48' 17" 71.51" 71.37' N 1• 53' 34" E

-,

• ••

14

-··

BAILEY BISHOP & LANE, INC. 3107 SWBARNElTWAY P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 762-6640 FAX (386) 765-7771 Eng. Lie. 7362 Survey Lie. LB-0006685

13

PROJECT LOCATION

- - •• ··- ---- -- - ---·-:C-.• =c-=_cc,_--,--_ --------------------

SOUTHWEST CORNER OF SECTION 08, TOWNSHIP 03 SOUTH, RANGE 16 EAST POINT OF BEGINNING

1/4 SECTION LINE

BLACK.BERRY FARMS A


SECTIONS 08 & 17, TOWNSJUP 03 SOUTH, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA

I I I

7 8

17

:, I \ ' I '

I ' ' I '

\

\

\ \

\

\

\ \

~HEET 6, ' \

I \ ' ' ' \

Hf\NCOCK LAKE ' \

I \ ' . i \

SECT ION LINE

' . i '· ' . ' I ' ' I ' ' I '

L---f------~"""l 1-------~~· I ! I I

I I I I ~ -,, - --.l---"""'--" 1 , i@ ~;, e1 e I I I -------"" I Q I t;\

I I

@ ' I

I [J -e____ -~22 ',,- ~ ,--,- i -ttt-' I 1---+--1-ii-----lll

' ' 1-@r- 0 \@ @I I

1 @ SH~V;.Jr-!i+-1 I

I (;i) SH ET 8 @ @l

I I L-----------1---...

' :...C.1./.---f---

-Hl---0-, I

' I

I 0 ' . I ' '

@ I

' I ' '

' I ' ' I

' '

' I . '

' I

SHEET 4@ / L . .J

DEVELOPER DANIEL CRAPPS

4400 WEST U,S, HIGHWAY 90 LAKE CITY, FLORIDA 32055

(386) 755-5100



LAKE CITY~ FLORIDA 32025 (386) 752-5640 REG, NO, 4534

ENGINEER GREGORY G, BAILEY



DESCRIPTION:

PLAT BOOK / PAGE /, SHEET 3 OF 9

I , 1 I 0 200 400 800

SCALE: 1 n=400'

BEGIN AT THE SOUTHWEST CORNER OF SECTION 08, TOWNSHIP 03 SOUTH, RANGE 16 EAST, <SAME BEING THE NORTHWEST CORNER OF SECTION 17, TOWNSHIP 03 SOUTH, RANGE 16 EAST> COLUMBIA COUNTY, FLORIDA AND RUN THENCE N 00°36'48" W ALONG THE WEST LINE OF SAID SECTION 8, 367,60 FEET: THENCE N 83°34'31" E, 306,64 FEET: THENCE S 34°04'09" E, 3648,21 FEET: THENCE S 04°44'46" W, A DISTANCE OF 2886.02 FEET TO THE NORTH RIGHT-OF-WAY LI NE OF "NASH ROAD"; THENCE S 88 • 42' 42" W ALONG SAID NORTH RIGHT-OF-WAY LINE, 152.20 FEET1 THENCE N 00°27'06" W, 230.29 FEET; THENCE N 89°33'27" W, 320.44 FEET: THENCE N 00°37'09" W, 81,96 FEET; THENCE N 87°56'25" W, 79,81 FEET; THENCE N 00°27'48" E, 968,25 FEET; THENCE N 89°41'11" W, 70.23 FEET; THENCE N 89°33'21" w. 1334.54'; THENCE N 00°34'40" W, A DISTANCE OF 4054,28 FEET TO THE POINT OF BEGINNING. CONTAINING 177.0343 ACRES, MORE OR LESS.

NOTES:

1. BEARINGS ARE BASED ON AN ASSUMED MERIDIAN OF N 00°34'40" W FOR THE WEST LINE OF SECTION 17, TOWNSHIP 03 SOUTH, 16 EAST.

2, TOTAL ACRES IN SUBDIVISION IS 177,0343 ACRES.

3, ERROR OF CLOSURE IS BALANCED TO ZERO.

4, SUBJECT PROPERTY LI ES IN F LOOO ZONE "X" (UN-SHADED) AND ZONE "A", PER FLOOD INSURANCE MAP COMMUNITY PANEL NO, 120070 0125 B. LAST REVISION DATE JANUARY 6, 1988,

5, MINIMUM BUILDING SETBACK LINES ARE AS FOLLOWS: FRONT- 30' SIDE - 25' REAR - 25'

6, A BUFFER ZONE OF 200 FEET HAS BEEN ESTABLISHED ALONG THE OUTSIDE SUBDIVISION BOUNDARY AFFECTING LOTS 1,2,3,4,5,6,7,8,9 1 0, 11 , 12, 1 3, 14, 15, 16, 1 7, 1 8, 1 9, 30 ANO 31 AS SHOWN IN WHICH NO BUILDINGS MAY BE PLACED OR CONSTRUCTED,

7, A FLOOD ZONE BUFFER AFFECTING LOTS 7, 8, 9, 10 AND 11 AS SHOWN HEREIN HAS BEEN ESTABLISHED. NO BUILDINGS MAY BE PLACED OR CONSTRUCTED NORTHERLY OF THIS LINE.

L----~-1==-_~=dNASHROAD

--·---- -----------. ··-- - -- --···--------------·-----.,.

BAILEY BISHOP & LANE, INC. 3107 SW BARNETT WAY

BLACKBERRY FARMS A

PLAT BOOK/ PAGE -,

SHEET 4 OF 9 P. 0. BOX 3717 LAKE CITY, FL 32056-3717

PLANNED RURAL RESIDENTIAL DEVELOPJ'vIENT IN

PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685

ABBREVIATIONS: FND = FOLINO <l. = CENTERLINE P = PLAT D = DEED C = CALCULATED M = MEASURED 0/S == OFFSET IP = IRON PIPE RB = REBAR NL = NAIL

POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT NO ID= NO IDENTIFICATION R/W = RIGHT-OF-WAY PCP= PERMANENT CONTROL POJNT PRM = PERMANENT REFERENCE MONUMENT CM= CONCRETE MONUMENT IR = IRON ROD RB+C = REBAR & CAP NL+D = NAIL & DISC

SECTIONS 08 & 17, TOWNSHIP 03 soum, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA

LEGEND PERIMNENT REFERENCE MONUt/ENT IPRMI SET 4"X4" CONG, MON. ILB 66851

. 20' UTILITY EASEMENT o

I I I NON-RA DI ALI j I I I i N0'27'0!"E '

I - --~------------- --------------' / / I ---------------- !----;39~29~----i------ --------, \ I I ! or------ 1 -~ r I ~ I 8\ \ \ l r:;;,, I \ '°· c.J \r · T.

I ~ I p.C·'\ \' I ~ I \ .~

"' 4. 3882 AC. I , .-,\"-'. I 'q" r--- ~\ v>~...-

C") r-- fV \ t0 ,t.H

I "' ~ I ·,_, \ -,,,~~



LAKE CITY, FLORIDA 32025 (386) 752-5640

D

• 0

4"X4" CONG, MON, SET AT EACH LOT CORNER ILB 66851

CONG. MON, FOUND AS NOTED

PERMANENT CONTROL POI NT (PCP) SET NAILS. DISC (LB 6685) 0 50 100

II E st 200' 20' UT Ill ]TY EASEMENT~:~~ ~~ "' BUFFER ZONE I -- . I . I . _.,._ ... - ..--... -;;--;\\ \ "' ~I.' --- -- r• • \ L------s:2 ________ ..J..__ ?-fl..\)\ .. 'i:. ... - ~-- \ I

!.. MATCH L.INE SEE SHEET e•1oF 9 \\\o\\· 0 s' \'< - --- ----- 1 - \ - ~.- - - . (0 .,> : $ \V .-"""- ................... \ \ z o_ I .,,..., .... ,.,...- _ ... - I ~ •

\ :_ ... --_ ........... I I 200 REG. NO, 4534 ,..,....... ... ..-r-.... ,..._ ... .-,. ri 3 . A 3' cn '1 '1 ... - . ......... o" I

~ __ - - -----!"" ~ 10' UTILITY \ \ - ----- ,- - i ,... I EASEMENT , 1' - Cf) .,.-- _ ... .,,. ' I I

""' ---- i I- 8' i ';.,; ,- . ::JI 19-1 I • .r--. I .-> J: I ~

gi ! 0 - :1 Q J ,I N oo· 21· 48" w - 968. 2s· z I ::q l..:.J 1 o '---J -----------------~,!ml _______________ ..,..______ \ , ! wj 4.2247 AC. I /

SCALE: 1"=100'

~ NOf f'l,Aff~O ____/

z: ;34.24' I I 534.01' '--····\ \~\O ! ~I , 1· 200' 1 1 1 \0 '1-'i, i '.! R/W

I , IJ I \ -'o · ul / 1 I cc \ \ 0 •°'c 10' UTILITYG' 8 1-

~---liJ:1!1 ------------ 1 I c ,-,\ '01' EASEMENT : 19 - 4 ~I //' N oo· 37' 09• W

81. 96'

COMMON AREA #'I 0,1822 AC, ±

"E - 230.29'

,- ----- : I y: 20' UTILITY EASEMENT ~ ';:;.\ \-'·S, ! --------- ~j II I 1' :0 'v>\ ,..., 7 ;--- - - --- 19-2 /

t N~ &\ \'9.< ..,.-, -...._ 19-3 / 1 I 1 1 D • \ \ , _, .,,,..,...,.,.. I E-2 • -..-..... J

II I I ,1 ~ \\"' ,/ ROAO __ t ____ -----i..:? ~- (.,', 0

: "' i I 1 ~ \ :'_..,._..- \)ii.-}..S-f·--- 1 i"' --~ ,,,~ . i i ~ 1 g . 1~ 8 20· UTILITY EASEMENT___.. , V,., '?_..-Y' I _ • "' ----- • • rll 1:;,:1w" . 0 ·~\fi·---·····;o,,;,c····-·---~~Y78}.1~)VI~~~ t~ "' 5.1551 AC. 1 J~ 1;..1;..;,/ o..~ h' '? 1 I 0 :,,· ',, '6,1 Zc ~ gi l 200· ~- - - --1 i 1'" '7.' ·-'*-/ ~ <: I I ~- d', ..:..s:, ~ ! : I I /'/ -o..Y / / ~ 20' DRAINAGE O \ i-- 0'-os

I 1 0' UT I~ I TY EASEMENT I I .o /' ,i'., t:..)° , ;A 10 '----/ ASEMENT I 1 ',, z: ' , 10'-----, '0/' '<'-'\/ :/.~-~"> '------10' UTILITY 1-....... 539'18'20"E - 99,16' i \ S62'43'05"E

I 10· u1!1L1TY EASEMENT ~10' _../~// .,r/o,.t;.. EASEMENT , 10· I , I 2.13' I 8 I I _.., / /1 I Af'i B : 31-2 [ ;' 1' 8 _ _.., ':,,<.:., P.T. ,"/ I' /2 20' UTILITY______..- j \

I "-- --- 0 31-1 .,--------- I I ,.,.- -{ / .,, /.o :'! I <.n O I l I ' ----- --- ----'P---------e--------- 27,15' 1 30-1 ,.,.--- e,\'?-c'/ / /"'" I EASEMENT I \

_ _J _:.- t-10"2o'.33"E ---------- ~ 166'.t!;--- ·t,<-·ti2-.-34'----:_ R~~---- i~ll,~// "/,/ ·,: a,1 /-'! I\ "~~0'25'!9"£~ CA1--1 ,..~J.§.,~---~ ------- -:-------- L-------~--'-:.= ~~ 1-1\fa\-~---- .,.:<"- 8 r:;'\ ~// 1:; II 0 I le,,

----T----,---::--6---- · --... ·R,c ~ .o.;;·------------.,,,..... ~ N00'25'18"E - 278.45' ~ -------~ ..-, I ---· ________________ \..:..) 1'":> 2 '1 \coz 30,01" 46.30 P.c. Cl-1 ---------- ·c~ --e-----w--------------------e::~--w--w ..,/' I ~I ---- ----- _,, I ·: I ~ I ,~~ ---~--- 8 ----- -~ P,T. o P,c. ____ , , 3.7463Ac. _ ·/-"'--------- "'I,-,;, ~------------ ---8 ;' CA2- :' -------- -- -----e I I er, - 20' UT IL !TY EASEMENT I ' ---l--3.,J3J.~? __ A£: .. _ ~ 1 \ ":"'

I 56.69' 145 .40' :u '..: ... CA2-1 ?J :0 Q 7 ;1----------278~5:-----------:;------ R/W CA2-4 N I I~ 6 ; I I -------~-\- -!·VI-~-· :'\ :" (') V -i • 0' I oz ,I I l ,~):>-',____ 10' UTIL ]TY EASEMENT ' COMMON AREA #2. :' ::'.: I I;;;:!: g I I II \ 1,;c:

N51 ° 1 6 '53 "E 98. 79'

---------------- 2, 7258 AC, ± ": J / "5cc ::1 ' / \ \ --------------L~6.78' L I I~,:': ;::; I 1 20' UTILITY & 1 I

• ------------------- 10, ----1 I'" - N ° I 1.,--,----DRAINAGE EASEMENT ' \ I

S04 44'46"W 28 ------------ l::--10· i I { I 10--, 10' UTILITY EASEMENT

s6. 02· ------- 1, 11 I t--. 1 o' ----------- 4 30 3) • I

------'------------- ___ J L I \ ----------+Y5~_26' \ _____________ _J I

, __ . 0

10' UTILITY EASEMENT

0

f-0 Zr-

w [t'. (/)

w z [t'. [t'. 0 0 uo z sr::, ,O -LL

50

BAILEY BISHOP & LANE, INC. 3107 SWBARNETIWAY P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685

100 200

0

• 0

LEGEND PERWINENT REFERENCE MONUMENT (PRP,1l SET 4•x4• CONC. t,ION. ILB 66851

4"X4" CONC. t,!ON. SET AT EACH LOT CORNER ClB 66851

CONC. MON, FOUND AS NOTED

PERM'\NENT CONTROL POI NT IPCPl SET 11P,1L S. DISC !LB 6685)

ABBREV I A Tl ONS:

FND = FOUND (l = CENT ERL I NE P = PLAT D = DEED C = CALCULATED M = MEASURED 0/S = OFFSET IP = IRON PIPE RB = REBAR NL = NAIL

BLACKBERRY FARMS A


\

l I [\

\ I I\ I,,,~\

\ I v,...... \ \ I I • .., \

\ ,il 6'.

PLAT BOOK I PAGE

SHEET 5 OF 9

SECTIONS 08 & 17, TOWNSHIP 03 SOUTH, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA ! \ \ \ \ l / //

\ I ,,!" ' J· '

\ / I I

SURVEYOR & MAPPER THOMAS E. DURRANCE


LAKE CITY, FLORIDA 32025 (386) 752-5640 REG, NO. 4534

POB = POINT OF BEGlNN!NG POC = POINT OF COMMENCEMENT NO JD= NO lDENTlFlCAT(ON R/W = RIGHT-OF-WAY PCP = PERMANENT CONTROL POINT PRM = PERMANENT REFERENCE MONUMENT CM= CONCRETE MONUMENT IR = IRON ROD RB+C =: A€.BAR &. CAP NLffi = NAIL & DISC

I I \ • I \ -..,,; I I \,/ ! II

'be',.. I I I .· \ I I I / " I I ,/ ca0 \

I ',1 .· "'· . ! I '1 MATCH LINE • / '\'o ', I ,

SEE SHEET 6 01" 9 I I / ,,\,. \ I I


- NOT F"i,,ATitr:> -

SCALE: 1"=100' - --------~ ;~ ~ ---,.... '> -------o:::i I I I / ~' I \ -;;,-

I 1 , / .(' r· 1 " ,.p I I I / .;:J- I ',... ....

,---I (X)

"' .... "' 0 .... :3: ' 0 ... ... I')

1. • 0 0 z

w oz ,- a:: _o "'0 IOz ,.;o m-\0 I-NO

Ul

"'

I a: I UJ

Oz

I ,_ a:

• 0 J I "'0 "'z aiO

I a,-"'I-I "'0 w

"'

. -"'

0:, (J,

I sa9•33•so"E - 21:6.33'

354.21'

539•33• 55"£ - -

COMMON AREA #3 40. 9805 ACRES

rf SB9°33'55"E - 340,00' ~ ----------------------------w I I ~ ' I I ' ~,I I ~6 ;,. ":, DRAINAGE EASEMENT I ;,. ": NOi 11 NO 0~ ~~ o...- l 77.89' I o.-0 I I o 2 I N89·33'50"W - 340,00' I v,

30' ACCESS EASEMENT 262.11'

I I I / 1 0

I I I I'-' I I '\ \ ,,._ l y· 10' UTILITY L I I 1 \ ~ II EASEMENT /! I FLOOD ZONE I I o" 1,0"'~ \ ~

I // I I BUFFER ! ! '?,0,1"</, \\, <P,,.."d,

I I . // I I I I . \ . .,., 11, I~ r--7---_,.. ----------,. 1 ---~\--------- ' ·

I "' I /' $ I I I I \ I;,; / ·i\· 11 '.

I I,,. in11::! 1'1 ' $ I I·;._, / 0 1 1- I \

IWCQ/ C) ~I

-' I I· .. 0 c::1' 'ro 'I '1. \ _J l.O i:n1 I tf) .,4· 9 ,., IO ..... , <_ 0 "'I I ,:,'O • I I • 0 I I"' 0 \

· ~ I I - j "':· 7 ', ... c:i\!J (')I ,...-. ,_. • I --, ~_'."!;;j 1;e 5.1142AC. zj I ~I I'° , - 0 I I · I I • I I "' 4. 7 41 0 Ac.

---- U) -··1 I~ O> 10'-I I ~1 ! \ r j "- I I 10' 1 I ' II I o t--- lj '

I ... I I I I '

1 1 .. 1 1 0 1 1 20' UTILITY EASEMENT e 1! l i I k' 6.2070 AC. I 1

4.4710AC. , m 1 1 1 • j I w 1 1 20' UTILITY I

' ! Q __/ i I z I I EASEMENT I I

~20' DRAINAGE & V 10' UTILITY I ,1 ~ I ! I 10'-j ..j.---- '-....._,(_ uT 1 L 1 TY fASEMENT 5. 7oo7 Ac. EASEMENT j I ~ I I I f- 1 o'

---- ---- 1, , <' , , "'I II ,1 -.................................. ,, i 2 '\,'\ "y'J' / I t J L10' UTILITY I J / /~

() ' " \ \

\

'--., '--.,, : / ,'\.'\ <"~ u I I 3o.loo' I ' EASEMENT l I" ;' ; 'o, -------------1-+- --- ..... s If/ ""'~1,.,. e ____ ~J ----' --=~~2::... ______ J L ______ 23:!.:.:_1.:_ ______ J l.::., 0 11A. ..._ ..___,,6eollD1,qL '\ - ---V / t ~

------- ---- 3 S • i "'\' ;,.,;,., v' p c L -------... / / 2 0 ' U TI L I TY ::? ! ----~--;o:::J!f:._f__ " ' .,.. 0J--...:7t: :Ns9•"33· 55"w·::-509.88-;---·-NW 8~:La~~R~~:IRCLE----~------- '-..... EASEMENT 0

\

\

\ \

I • .J)• ... ....._ ,.._ ~ ,.// O_ .. , ', 8 : ""'""... '-.., -+ "' ' . ------;,:T~;:,;;;-;~;;;.;-;-;;-;;-~-,: ____ <::::::::::---81-1 // h ~;//;_,-..::-..:.:====i;54~ 9;.-===1 I, :=-..:::.f-;;;~;.---------~ ----,,, ~ ~' S-1 R/W

~ i '------------:..:-----------11 /~/,8~-1 I ,,1 I I . 0~"\ \\ :; --------.., I I G I ~I \ N I @ ~ \

4. 4042 AC .

8 / r.., / 2.3320 AC. I °'' l; I 2.2796 AC. R/W '\ \ \ 1 / , ""'1 ,(') \ 're -----

BUFFiio·20NE r.;?, I ( I I ol IN j--30'UTILITYEASEMENT \ ~ ~.:.-:--_::, ____ _

'v / ~ :,.· /;... '.c I 2 1 I I P·{:\ "' \ :;---4.6386 AC. P.T.I q ,~P.C. I j 20'--I j 20' UTILITY EASEMENT~ "'·\ '\'<; \ "'·

0 \ 0 I i 1 ~----------- _! _________ _I ___________ _J C'..~-L---~ 99• :.,5' 05" W • 918.03' -- ~- '.:' 1 , \ ::/~~;E~~~+NAGE

J- ! 20' uTrLITY EASEMENT~ ::: I "'I ,------------1 ---------- ------------, r----- --------------------------------~ 6~. v·r; -------- ______ j ____ ~~:!:__~~-~~..!:----------------\---~J ":j I ,I 459.51' I ! i I : 458.52' \ I ;(_N34" 11 '33"E

------i-------------------------------------, ~ i I R / w 2 I :s I I I ~ ~ I \\ \ .'.:', 58 • 7 8 , :I 62 l. 2 9' R/W I • I I I ' I I -' , ~ I · , ~i I~

1 : i 1 ~ 1

15 r. 1 o uT IL I TY EASEMENT ;.. \ .\ 1 ~ :-<I 1 o t;\ ..,, IC) ~ ! ~ o \ \

! j "'' I~ V I stl 1..,. 11"' ~ "'• :z\ I

SEC~!ON LINE 10 ' UTILITY EASEMENT_/! fl }---10' UTILITY EAS2E~;~~AC 1 ~! IN I m 2· 621 SAC. ~\ ~.\ l ~£~1_4 __ +-! _____ ---- l ~- I ---- 1 ____ l \ --~- L:1/4 SECTIO~!NE O ___ \ ::, \ J~~E~J~ITY

~ @ --------, I \\

I i I I I - . I I I • ll I 2 \\

"' "' .,; "' -

-N 0 - ~ . -"'

---· ---- ------.--\

\ 4. 9998 AC.

----------·- ------·---------··--~-- .. - ------ --- ----- ----------- - ~--- ---------·---'" -·,·-----··------

I I I I I I I I

-----------1----- ------1 I I I I I I I ., I ~ I "' I !:i I ili I lli 1: I ~ I a I 1-

1 ~ I I I I I I

11 ~ I I+ I "'>. I "',',,.

'/ / --+--i!ill (S. / ••

c'

\

NOf Pl,Affli-0 ---

N 00•34• 40" W - 4054. 28'

1400.00' 1,764.31'

0, C ,, ,, fTl :0

N 0 z fTl

COMMON AREA *3 40. 9805 ACRES

SOUTHWEST CORNER OF SECTION 08, TOWNSHIP 03 SOUTH, RANGE 16 EAST POINT OF BEGINNING

---- 2698.62' TO SECT I ON CORNER 18

17

I

PLAT BOOK / PAGE

SHEET 6 OF 9 7

8

N 00"36'48" W • 367.60'

IRON AXLE REPLACED WITH 4" SQUARE CONCRETE MONUMENT PRM LB6685

----------- - ----- ------- ------- ----- -- --- -----,--- --- - ------------/ /

/

/ /

/

I I

/

/

/ /

/

HANCOCK LAKE /

/

/

/

/ /

/

/

/ /

/


/

/

/

/

/ /

/

/




I

~ w z

--' z 0

lo w </)

0 50 100 SCALE: 1 "=100'

BLACKBERRY FARMS A


SECTIONS 08 & 17, TOWNSmP 03 SOUTH, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA

ABBREVIATIONS:

FND = FOUND 11 = CENTERLINE P = PLAT D = DEED

POB = POINT OF BEGJNNING POC = POINT OF COMMENCEMENT NO JD~ NO IOENT[FICATlON R/W = RIGHT-OF-WAY PCP= PERMANENT CONTROL POINT

200

__..- Approximate waler line scaled from Aerial photography and FEMA Maps

LEGEND C = CALCULATED M = MEASURED DIS = OFFSET IP= IRON PIPE RB = REBAR NL= NAIL

PRM = PERMANENT REFERENCE MONUMENT CM = CONCRETE MONUMENT

D

• 0

PERt,11\NENT REFERENCE MONUMENT lPRt,1) SET 4"X4" CONG. MON. (LB 6685)

4"X4" CONC. MOit SET AT EACH LOT CORNER (LB 66851

CONC. MON. FOUND AS NOTED

PERMI\NENT CONTROL POI NT (PCP) SET NAIL 1k DISC ILB 6685)

IR = JRON ROD RB+C = REBAR & CAP NL+D ;::,: NAIL 8. DISC,

BAILEY BISHOP & LANE, INC. 3107 SW BARNETI WAY P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Uc. 7362 Survey Lie. LB-0006685

... 0

"' "' ...

BAILEY BISHOP & LANE, INC. 3107 SW BARNETT WAY P. 0. BOX 3717

BLACKBERRY FARMS A

PLAT BOOK I PAGE

SHEET 7 OF 9 LAKE CITY, FL 32056-3717

LEGEND PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685


SECTIONS 08 & 17, TOWNSHIP03 soum, RANGE 16EAST COLUMBIA COUNTY, FLORIDA

181 PERt/1\NENT REFERENCE t,tONUt,\ENT (PRt,\) SET 4"X4" CONC. t,tON. (LB 66B5l

D 4"X4" CONC. t,tON. SET AT EACH LOT CORNER (LB 66B5)

CONC. t,tON. FOUND AS NOTED 0

I ~1/4 SECTION LINE

• 0 PERt/1\NENT CONTROL POI NT (PCP) SET

NAILS. DISC (LB 6685)

I I I I I I ' ,1 I I I I I 11 ' \,P.c~i\,(·'· I I I ,11 I I II !!

I I I I I I I I I p. C ·~, \ l,.., 11 I I I II 11 I 11 co I

~ I"' I ! I ! I OJ'

N ,,. 0

50 100

SCALE: 1 "='100'

0 5.1142 AC.

200

' 0 \ ,..,r>, \"' 0 I ,1 30' UTILITY~ ,1 I I I ,1 I 1 ' "'I ,.., \ u.>,,.-, '"' "' EASEMENT I I j L20' UTILITY t ', ,:>>;:~ I \\~- INON-RADI AL) l ' I I 11 , 1 1 1 1 1 ;;;, EASEMENT ·-,c No· 49' 52" w No· 49' 52" w ! I No· 49' 52" w I I No· 49' 52" w 11 I I

~ ·~I\ ~'-'-j-p-~-"-' :-S-:0-~-:-:-.:-8-: 2-:·-· -~-,:-~-;dt-~--:-:-:-2-;-o-.--~-3-.:-:-:-.:.._~::i~I ~--,i:::J~:=:=::--::2:::4::0:::::0::3:::. '::illi::::::=:::~::lt:l,::=:rl=:=:=;::4:0:_-: 03::~=:=:==--~=1•=11 =:=:=_:-:2:~:9::4:2::~=:==:=:tlr:;'i !fl ~ I r=-----=--=== TL : ·:: :~. ·:, :: ------ ------ _\ \ I I ! I O I I I 1, I z 1' I -

-~:::,--;;:;,~----- , I I I I I I ' , I O ,..,-:----~ 1 r--MATCHLI~---1 -=---------, -r _______ _... --------- 1 1 1 ~ 0

e 4.2247 AC.

10' UTILITY

.,,:.i~--. I SEE SHEET B OF 9 ! ! I I II I 10'~ I NI ,.· IN 8 I

I I I I r--10' '.i:11 I II'.;'. 11 10'--, ., I 11 1z =

I R/W I I I f- "' I ' I. 20' UTILITY 6.2070 AC. EASEMENT R/W i---10' u. I lz ,- 1 "' z ~ .,, I I "'

\ !--10' 1ilz 1° 1 J~z ,~!:fl ~ 1 ' j-1 I I ~ 1'" I I . !:';l I "' Lu ! I, I .

0

I a \I \ II i i: '2i\ I~ i I~ ~ ~ ~ I; ~ 2.2796 Ac. ! , I I ~ I @ w V 1ili .,, I I O 11.U V 00 I • >- ! i I t II 2 4549 Ac I !!z i: 2 8883 Ac "'! ~ ~ 2.8129 Ac. 11:J ~ i ! ~ Ir 2.6218 Ac. :::; I ':1 ,_ I ~~:--- L-- ------------- - ______ Na· 55· o1" w ---

. ·cnl l""~!:';l · · "' V1 Ul "'I I<'.: 1 «>-' i I ~ II I - ;, w ~ "' j I w ~ 11 I .;, I::: ! ;;:; f- ,·' ,,.----------------1 --------96i:-;~------/' 8 -.._i;;p,V) ro l;.J I 1"' J· / 29 3 w 1 I • ..-. <( ,.-,. >- ,., I~ O ::, 1 - wl i"''.:'.w <» f- 1 I"'=> 11 ~ 8' / -o I ·1 looJ> <D 1:r I 1°' - I

I I I ,,- >- N _, u I I ~ . I O 25-1/ 1' ~ 11 1rn~1- i.o Ir I o I N

I - f- <( I I N V' I < •• I l _J ::) I~ I I / ~ 0 ' 0 II I I I / 1

11 ~ o I 11 , 1 • N ~ 1 10' UTILITY~ J //. '\

4.7410 AC. 1 1 o 0, - I I EASEMENT , :' ,/ ,..;

v l viii N I --: h 1 O • J 7':_:~!:'.---··/ v ~ ' c,· I I i z43.01· ---- - - • .r

'/b I I ! I ---------- ~--------- / (~~c. 1,1 l "" ' I ------~·:?.:.~Z.:.-}-----J . -- !.-----------------·;.,:::- -----~/~e 1 O' , ---- e R/ , Q. \:,2.0~---_J - • ·58" -7<;~~--- ~ ------ r

/:> 'J --- w I 'V ("l ----- N0901 ---- . --------,,....,:; ... \\?f6A'' \~ / 1 ·c,c r---.. ~ ------ __ J L----,--- pUBLIC RO~------------ ----- 333.\2' )()'I 1,1 '1l /20' UTILITY EASEMENT //

1 --~·------- li2 *---aCAci<BERRY c1RCL£ -----r----1 I __/ , Y //

/ /

/ /

/

/ .. /


\ I I ---- 1· -------- 375.50 1 '1 I EASEMENT \ I / /

Im~ _8_3

_-1----R/_W_ ---------1

11 "'11-o_.-.--- L __ I\ 1

1 N34' 11 '33 "E - 58, 78' 1 ' ,..-·

\ \ l~ +------------ ~--------~~-------------~~' \ I I \ I MATCH LINE/SEE SHEET 5 OF 9

ii -t i' \I i' / ~ I I 111- 10' UTILITY EASEMENT \ \ I I I \ \(!> /,/ \.V I I ~ ,0 ,----\ 10'--' 1rr10' 1 1 "' I l<n I~ , I \o- / 4.4042AC. I looZ tn \ \ .P> \ I e; /,/ \ I -..J O I W 1 I CO \ \ 0' CJ/

t I ' 0~ m ' ' ' , (./1 0 ~ ' '~~ -3-s)2 7 AC. "' 1 \;;; s; I w \ '"' \ \ oo 5 ~-~ \ ;'. C. ---------------::g __ \ _ I CJ I~ \ \{)) ' I OG ,/ \ \ i

0 '

"() . I l~,,;-f·..l--------. 8 \ \0 ·'° 0 "'\ I"' 4 0205 AC / I I,;:

I 1, 'C. I I ---·----- -:i- ----------------- ~ \ •"' d 4 ~ '1 II <P . • / \ \ II ~ 0 - - ,....J_ I 10) - \ /' I I

I It- • \ -~-,,..._____ O'> 1 \0 \ \

? 0.

I <( 3 7683 AC 0,'. I llo, --------.;. 0 9.9£6_./)C. ~ \ IN, I I I I I :E: • . =~ \ N_ --- ------ --- \ I /' \ I I I I. ·-·-t +£_______ .,/ \

10'--J 1--110 \1 \1"' \ I ----,. ___ , 10·-----i 1-,.,--10' /.,/'

II I I '1 \ /!? I \ , \I /// 'I,-.;

NOf P\..-Affi,.O ___.--/

\~ I I I I \ ~ \ \ \ I // 'i;,'o·

352.26' \ I 20' UTILITY EASEMENT \ i !;)~ \ ~ \ \ .,.,.,--:.,. .~-'?>bi



LAKE CITY, FLORIDA 32025 (386) 752-5640

_________________ .J I I \ lt'--20' UTILITY EASEMENT 2 I lf'--20' UTILITY EASEMENT \ \,/ g

·-- ------------ 433. ss· L 1 • ,., , , ,.., I ------------- I I I 1\ i .,--:/

------ --1 ' \ 'o \,) ,,, J ,_______ 386 62' I' 1 <> ·.,-___________ ---------. \ \ \. //

1 0' UTILITY EASEMENT ------ --------- 1 L I 86.19· ,.,-' • S 04" 44' 46" W 2 -------------- _.,--: o · 886, 02' --

NOf P\..-Afft-0 ___.--/

-~- •"' r·~-.~ .. ,-,.e-,,•e .. •-••,,,-,~,.,-,-.,-.S<~~~, '>--'h. '·•. ·..»~ C <·a•=~ 7-;; s••-~---,~-'"==-~~ .-- >~·--.. -,.F.::.~..:~~-:,~:-~-------• -• --·--- .... -, ------•••·•------ •--••-•-------• ----- -- -- - -- -- -- ---- .. ----------- - - 0 .. ' . ,' -"'"·~- "-··-··,~-------·--·~--·-~,-·-·-· ·-··-~,~----

ABBREVIATIONS:

FND = FOUND ~ = CENTERLINE f' = PLAT D = DEED C = CALCULATED M = MEASURED 01$ = OFFSET IP = IRON PIPE RB = REBAR NL = NAJL

REG, NO, 4534

POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT NO 10 = NO IDENTIFICATION R/W = RIGHT-OF-WAY PCP= PERMANENT CONTROL POINT PRM = PERMANENT REFERENCE MONUMENT CM= CONCRETE MONUMENT IR = IRON ROD RB+c = REBAR & CAP NL+D = NAIL & DISC

-- ·-··-·---------------. ·" ""~,,--•-,-•·•-- •r~ ,·,.••us~, .. ,,~-- ,--·-"""'~--,0 •--~~''" -~,.,-rn.,,-......._~~· .. .. c••~ ~a,,··--·•-•...,. ' ,-,.. ' -' =· ·. ' · -~ ~ '---·~ .. «=-~'-"·~-~~~ -~• ... ·' -•·ms,~·•"' ___ ,,,,_,,.~ J'~·,Y·~~"'-"""'•r,~,,.-.~"'""·'-'~""'""'"~'·-•~ , .. --~ - -~--~,,,·,w.s•,. __ ,,_"~-•'""""""~

BAILEY BISHOP & LANE, INC. 3107 SWBARNETIWAY P. 0. BOX 3717 LAKE CITY, FL 32056-3717 PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685

SOUTHWEST CORNER OF SECTION 17. TOWNSHIP RANGE 16 EAST SQUARE METAL PLATE STAMPED PLS1079

03 SOUTH,

~ NOf PL.-Aff~O

BLACKBERRY FARMS A


SECTIONS 08 & 17~ TOWNSffiP 03 soum, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA

2698.62' TO SECT I ON CORNER

1/4 CORNER NOT FOUND OR SET

PLAT BOOK /

SHEET 8 OF 9

1--I -, i 0 50 100

SCALE: 1 "=100'

2698.62' TO SECT I ON CORNER

200

PAGE

N oo· 34' 40" w - 4054. 20·

S 00°34' 40" E -------1--------riii----------2·6·9-.4-4-.--------~,~~,--------------------------4 ____________ .,... __________ ....,.fit'!', __________________________ -!l!ll~-------+--------~------------""'!'Effl"'-----------------4-4-9-.-71-.--1342.95' \ \ 579. 6' 307.39' I 199.38' 151.12· l

\ \ 1 I 350 . 50' I

N oo· 34' 40" w- 4054.28'

l{)

<.O

\D co N

\ \ 0) I I 1.,,---114 SECTION! '\ '\ ~ (I I r Lr NE ! \ \ ij~ I I I I

\ \ I NC:. I \ \ •,S> o I 1

' ,/ A 1- I I 10'---l , ~ .'\, 1 1 ~ I I I r--1 o'

" 0 \ \ I I ~ I I I I I :---- - - - -- - -------- -- --- --\\,',,-. ---------- -- · - ---- - -- --. - - ·- -- - ----- -- --- - -- --- --- -- --'- - l- - --- - --- - - -- -- -- --- - ------ --_j ___ -----1, 1-----------r------------- ---------- --------1 -1·-------------------------- --------: ' \ I I I I I I \\ >- I ~ II · \ \ Q _ LJJ Q : LJJ I I 13 I ! 2

\ \1,, ~ ~- V ...i, V , I en I I I oo

5. 4504 AC.

\ \~~ 5.4140AC. ~('f) (') ~ 4. 4376AC. ~ ~ l{) 11.I 4· 99981AC. ~I 1~ \ \ "',,.,~,..... e--/' ~ \l) <.O ~ - (") ._,.

0 I :-- 11 11 ~ °6> \ \v-. '-/ ./ ~ lO ;:;; W O N - Ill ru I I ..::,\ ',"''7< < Z• <.O (/) N a, ~ I- ~I 1,1:S,

1-z w L w (/) <(

w . ..9 \ \'?, ./ .,,.,_,,_ 0 g: <( CO W I I -";

o'. ' \ ~ .J- z c.n w z ~ I I ,.,, \\ ..<'\ >- Ill 11 >-

\ \ ':,, 1- w I I 1-\ \ ~ W I I \\ ~ ~ : !! ~ \\ 1,/' 1- z II ::i

4. 6386 AC.

\\ :::l J II / \ I I

11'

\, O ij II O

'\'\ N ~ 'V!1 N //

----NOf PL.-Aff~O----

181

D

• 0

200' i r-----;:;Bc;-.,U,=-;F F:';,E,'a,R~zo=N=E,__ _ __, (I') ... I ... C\I

• 0\ OJ z

. -N <.O

'\ '\ V 10'--i I ,/ // \\ \ I \\ I ! !! // '' I 11 II I'

\ \ 1 !u , 1 I 10' UTILITY\ , 1 / /

\ \ 8 ___ J ~-- .:li! ___ !.!._4.:~~-------_J L_ ____ i __ ~{e.'.'.=~-1:_ ___ :,J L.:~_;'_ __ g 1 1 \ \ .. ---- ----J I Q

8 \) \ .. ,............... -----~-------- 5------~..2..~.2-~t~.!:_:_2.:'?.~?3' .. ---+---NW ___ PA~B~ ~-~yo~o ____ £ ____________ ~---- l.. ... ,,~

/' ,,,. .. -- P.c. o BL CKlfERR CIRCL P. T. ..__ , '- /" _,,,... - t- 't ...

.... ,, ',, ,,/" ,// .... -----, r::::I ;.-- ---240.02:--------11 ------24002:-- -----1 - -----2io."'02'------11 ...... '",~ .... ,, / / .,,.. .. I . I I .... , ~

',, ~ / . ,,,,,' I ! a: R/W I I ! A ': ... ,, ) /,, /'. (11111 I ! I ( I a. ,, / @;O) /" I I 110'--4 I- I O ,,,

, ' · /' 1 , I II 2 1 O 1 o , u T 1 L I Ty EA s E MEN T ---,": 11 Ci' / a 1 1 1 I

1 0 , ~ ! \

e 5 . 3605 AC.

0/ i /~ ~ 1 1 I 1- I l I ~ I , Q/ ~ ' w I I z I I <( I

MATCH LINE SEE S~EET 4 OF 9 o / / / ~ i I ~ I ! I ~ W i ------ --------i<NON-RADIAU------=---- ,' --1-, . h1 j I ! I ~ I I 1 ~ ~ I

-----------------+-~2.'..~__D_!.:_~_ _ _____ L ___ __, 1 1 1 e r:: ~ 1 ; 0 e I I r:: @ 1 ! I ~ @ ~ ~ I --,---------T--,39~29' __ J_____ t1 r

1 2 3029 AC~ ~

1 : 2.5448 AC ~

11 ~ 2 5396 AC 1 ~

1 ~ 2.5343 ,c. ; ~

1

G

~20' UTILdY EASEMENT ~ t-,r--------:;---; ---MATCHLINE--1 ,-~----,----+ I~-------' \ \ I N I SEE SHEET 7 OF 9 I I I I 1 _,

i 8s-1 ', . .,.~ \1"·C· I ! ! N I I ! 1- 10'--1 ' . 1 I 10'--t I I o I SURVEYOR & MAPPER -< \I ' I I I I I IN

THOMAS E. DURRANCE ?· '"\ \~ ,.... 10'--1 I u I A \ ,-1 \ '-" I I I I I - '

B !LEY, BISHOP & LANE, INC. , ,....\"'. \~ l--10' I I o I 3107 sw BARNETT WAY ,.... \ v)\..... \I" 1 1 I 1 1 JN 1

LAKE CITY, FLORIDA 32025 ~' ~\<JJ. \-1· <NON-RA DI All I I I ! ! 1 o • .. ! <J/c6.1 JJ.21l3~o ':',_ \ ~~1 · \-~,.--2~-~~-'.~::._~ __ J L ___ ::~:._~!-~ _____ J L __ r:i_~~:J" ___ _J L _......"-.".._:9-'L!'__ ...J

:~::~~~~-R~J.RfL~C~6~~UMENT IPRMl SET :~~R~Y:o:~~NS: POB = POINT OF BEGINNING _ .. -t5":- ~} ,-----2o3.s3;-----1 r-------;;;~-;.-------1 1i-1------24 o~o 3-:I, - --1, ,-- -----24 0~03~----

i = CENTERLINE POC = PO I NT OF COMMENCEMENT _ ............. ,, , \ I I I I 4"X4" CO"'C. unN. SET p = PLAT NO JD = NO I DENT IF I CAT I ON ', '1ol ,'10 ,, '1 II II II ~ I II '1 '' ""' D = DEED R/ W = RIGHT-OF-WAY ,_, _, 0 AT EACH LOT CORNER C = CALCULATED PCP = PERMANENT CONTROL POINT \ (LB 66851 M = MEASURED PRM = PERMANENT REFERENCE MONUMENT \\

0/S = OFFSET CM= CONCRETE MONUMENT

LEGEND

30 1 UTILITY EASEMENT CONC . ..«>N. FOUf'iO AS NOTED IP = IRON PI PE IR = IRON ROD

RB = REBAR RB+C = REBAR & CAP PERtMNENT CONTROL POINT (PCP) SET NL = NAIL NL+D ""NAIL & DISC NAIL Bi DISC (LB 6685)

l--10' I I

I I I

2.3320 AC.

1 N 0° 49' 52" W L----------------,----------------1 239. 42' I I I I

f 1 ·' ;.

BAILEY BISHOP & LANE, INC. 3107 SWBARNETIWAY P. 0. BOX 3717 LAKE CITY, FL 32056-3717

BLACKBERRY FARMS A

PLAT BOOK / PAGE SHEET 9 OF 9

PH. (386) 752-5640 FAX (386) 755-7771 Eng. Lie. 7362 Survey Lie. LB-0006685


SECTIONS 08 & 17, TOWNSIDP 03 SOUTH, RANGE 16 EAST COLUMBIA COUNTY, FLORIDA

In accordance with County Ordinance No. 97-29 which enacted Section 20-A of the Columbia County Zoning Regulations. the undersigned developers hereby propose and request approval of the Planned Rural Residential Development described herein to be known as BLACKBERRY FARMS SUBDIVISION.

STATEMENT OF OBJECTIVES

The development consists of approximately 177.03 acres located approximately thirty-two hundred !3200! feet East of Fairfax Road !Brown Road) along Nash Road. The development Includes thirty-one !3/J lots ranging Tn size from approxlmately two !2J to six !6) acres and common areas of approximately forty-four !44) acres.

The development allows only single faml/y homes and appertlnent structures. There w/11 be an attractively landscaped entrance. The roods will be pub/Tcly owned and molntained by the county.

The property Is bordered on the North, East and West by resldentfal/agrlcultural land; and on the South by Nash Rood. The area.South of Nash Road.ls presently zoned agricultural. The exfst!ng land use designation on the property is planned rural resldentlal development !PRRDJ.

ST AT EM ENT CONCERNING PROPOSED FLOOR AREA RATIOS

The maximum floor area shall not exceed 207. and the maximum buildlng coverage shall not exceed 407. of the total developed area of each lot as shown on Sheet No. 2 of the PRRD Plan.

UTILITY SERVICE PLAN

This area Is not served by a public water or sewer system. Each lot will receive water from Its own private well and each resldence will have Its own septic tank.

Bel/South/ AT&T and Florida Power and Light Company wT/1 be granted easements within the project site to construct utility facilities, these to be determined prior to final PRRD.

STATEMENT INDICATING TYPE OF LEGAL INSTRUMENT TO PROVIDE FOR MANAGEMENT OF COMMON AREAS

The only anticipated common areas are as shown herein and as requfred by the Suwannee River Water Management District. The common areas in the development are prfvately owned as granted

f.

I. LAND USE: Residential single family wlth one residence per lot.

2. BUILDING SETBACKS: Buildlng setbacks shall be as follows: to the assoclat/on. Tftle to these areas will be held by a Florida not-for-profit homeowners association, BLACKBERRY FARMS COLUMBIA COUNTY.INC. which will own, manage and control said

a. Side and rear property lines - 25 feet. b. Front along the streets - 30 feet.

3. MAXIMUM HEIGHT OF BUILDINGS: The maximum hefght of buT/d/ngs shall be 35 feet. Height of bulldlng Is the vertfcal distance measured from the established grade at a corner of the front of the buf/dfng to the highest point of the roof surface of a flat roof, to the deck line of a mansard or Bermuda roof, to the mean height level between eaves and rfdge of gable, hip, cone, gambrel ond shed roofs. and to a height three-fourths !3/4) the distance from the ground to the apex of A-frame and dome roofs.

4. ARTERIAL STREET, The only arterial street involved in this development is Nash Road. The development has one entrance onto Nash Road. The local access streets Include Fafrfax Road (Brown Road) to the West and Interstate No. 75 to the East, but there Is no access to the development from these streets.

5. COMMON OUTSIDE STORAGE AREAS: There will be no provision mode for common outside storage areas. Each lot Is large enough that the homeowner can provide his or her own storage area.

6. SCREENING, BUFFERING AND LANDSCAPING: Screening, buffering and landscape buffered areas shall be in compliance with Chapter 20-A, Columbia County Zoning Regulations. or such requlatlons Tn effect at the time each home rs built. whichever is less restrfctlve.

common elements in accordance with Declarations and Restrictions Articles of Incorporation and Bylaws. Each lot owner will be a member of the homeowners association. The association will govern by majority rule and has the authority to assess far mafntenance and fmprovements of the common elements.

REFER TO UNITED ST ATES GEOLOGICAL SURVEY 7.5 MINUTE QUADRANGLE MAP, LAKE CITY WEST, FLORIDA. QUADRANGLE.

--~----··· -·----·-----------------------------------~

Documents

PIL IN OS& 17, TOWNS1llP03 SOUTH.RANGE I6EAST COLUMBIA ...columbia.floridapa.com/ColumbiaPA_PLATs/Blackberry_Farms.pdf · pil ('jfu) 752-5649 fax (')94) 755-7771 eng. lie. 7362 survey