r BAILEY BISHOP a LANE, INC. DEEll CIIBEI( PfIASE 3 PLATBOOK 7 PAGE/~&484 SW COMMERCE DRIVE, SUITE 130: ~ P, o. BOX 3717 IN SHEET 1 OF 2LAKE CITY, FL 32056-3717PH. (386) 752-5640 FAX (386) 755-7771 NW 1/4 OF SECTION 3, TOWNSI-llP 04 SOU1'1I, RANGE 16 EAS1'Lf:._. ENG, LIC. 7362 SURVEY L!C. LB-0006685 COLUMBIA COUNTY, FLOR.IDA

OESCRIPTION: NOTES: ACCEPTANCE FOR MAINTENANCE

FROM THE SOUTHWEST CORNER OF LOT 9, DEER CREEK, A SUBDIVISION AS RECORDED IN PLAT BDDK 6 AT 1, BEARINGS PROJECTED FROM THE CENTERLINE OF C.R. 252-B, I HEREBY CERTIFY THAT THE IMPROVEMENTS HAVE BEEN PAGES 213 AND 214 OF THE PUBLIC RECORDS OF COLUMBIA COUNTY, FLOR I DA: RUN S. 77' 08' 54 "E. ALONG CONSTRUCTED IN AN ACCEPTABLE MANNER AND IN ACCORDANCE

2, ERROR OF CLOSURE BALANCED TO ZERO.THE SOUTH LINE OF SAID LOT 9 FOR 198,69 FEET TO THE WEST RIGHT OF WAY OF SW WHITETAIL CIRCLE WITH COUNTY SPECJFICAT{ONS OR THAT A PERFORMANCE (60 FOOT WIDE PUBLIC RIGHT OF WAY) AND TO A POINT DN A NON-TANGENT CURVE, THENCE RUN BONO OR INSTRUMENT JN THE AMOUNT OF $ ~~~~~~~3, PRELIMINARY PLAT APPROVED ON MAY 4, 2000.SOUTHWESTERLY ALONG SAID WEST RIGHT OF WAY ALONG THE ARC OF A CURVE TO THE LEFT OF RADIUS HAS BEEN POSTED TO ASSURE COMPLETION OF ALL 410.QO FEET <DELTA ANGLE OF 26'24'51" - CHORD DISTANCE OF 187.35 FEET - CHORD BEARING OF 4. BU I LO I NG SETBACKS ARE AS FOLLOWS; UNLESS OTHERWISE SHOWN: REQUIRED IMPROVEMENTS ANO MAINTENANCE !N CASE OF $.57'07'32"W. l FOR 189,02 FEET, THENCE S.46'04'52"E. FOR 60.00 FEET TO THE EAST RIGHT OF WAY FROMT= 25' OEFAUL T. OF SAID SW WHITETAIL CIRCLE: THENCE S,53'15'28"E. ALONG THE SOUTHWESTERLY LINE OF LOT 11 OF SIDE = 10'

REAR = 15'SAIO DEER CREEK FOR 129.83 FEET: THENCE N,88'40'13"E. FOR 204,25 FEET TO THE NORTHWEST CORNER SI GNEO, 7-~)~l/~~/CC"~/?~~':""'~,';:=-- DATE:

OF DEER CREEK PHASE 2, A SUBDIV!S)ON AS RECORDED IN PLAT BOOK 7 AT PAGES 11 AND 12 OF THE PUBLIC 5, ACCORDING TO THE FLOOD INSURANCE RATE MAP (COMMUNITY PANEL Dl REct OR OF PUBLIC WORKSRECORDS OF COLUMBIA COUNTY. FLORIDA, THENCE S,08'40'45"W. ALONG THE WEST LINE OF SAID DEER CREEK NO. 120070 0175 8, EFFECTIVE DATE JANUARY 6, 1988J THE PHASE 2 FOR 554.77 FEET TO THE NORTH RIGHT OF WAY OF SAID SW WHITETAIL CIRCLE: THENCE S,64"49'J8"W. ABOVE DESCRIBED LANDS LIE IN ZONE X, AN AREA DETERMINED TO ALONG SAID NORTH RIGHT OF WAY FOR 25,89 FEET, THENCE S,25'10'31"E. FOR 60,00 FEET TO THE SOUTH BE OUTSIDE THE 500-YEAR FLOOD PLAIN. RIGHT OF WAY OF SAID SW WHITETAIL CIRCLE AND TO A POINT ON A NON-TANGENT CURVE: THENCE RUN SOUTHWESTERLY ALONG SAID WEST LINE ALONG THE ARC OF A CURVE TO THE LEFT OF RADIUS 30,00 FEET 6, ALL LOT CORNERS AND CHANGE IN DIRECTION ARE SET 3/4" IRON PIPE & CAP,

UNLESS OTHERWISE NOTED.<DELTA ANGLE OF 87'07'53" - CHORD DISTANCE OF 41.35 FEET - CHORD BEARIMG OF S.21'15'36"W. l FOR 45.62 FEET: THENCE S.22'18'25"E. ALONG SAID WEST LINE FOR 107,06 FEET TO A POINT OF CURVATURE: 7. ALL LOT LINES INTERSECTING CURVED LDT LINES ARE RADIAL UNLESS OTHERWISETHENCE RUN SDU1HEASTERLY ALONG THE ARC OF A CURVE TO THE LEFT OF RADIUS 50,00 FEET <DELTA ANGLE NOTED, <NRl DENOTES NON-RADIAL,OF 31'28'49" - CHORD DISTANCE OF 27,13 FEETl FOR 27,47 FEET: THENCE N.61'l6'03"E. ALONG THE SOUTH LINE OF SAIO DEER CREEK PHASE 2 FOR 155.80 FEET: THENCE N,67'41'35"E, ALONG SAID SOUTH LINE FOR CLERK'S CERTIFICATE10,73 FEET: THENCE S,01'03'03"E. FOR 244.28 FEET: THENCE s.so·oo'oo"w. FOR 208,29 FEET: THENCE N.oo·oo'oo"w. FOR 6].90 FEET; THENCE S,90'00'0o"w. FOR 106.38 FEET: THENCE s.oo•oo'OO"E. FOR THIS PLAT HAVING BEEN APPROVED BY THE COLUMBIA 100,00 FEET: THENCE S,54"07'12"W, FOR 155,42 FEET• THENCE N,71'13'01 "W. FOR 252,51 FEET• THENCE COUNTY BOARD OF COUNTY COMM!SIO~ IS ACCEPTEDN,07'38'o9"W. FOR 16).76 FEET: THENCE N.25'46'S5"W, FDR 122,68 FEET: THENCE N.40'28'42"w. FOR FOR F, LES ANO RECORDED TH Is 1¥ OAY OF Ii((--/(;1138,89 FEET: THENCE N,48'16'05"W. FOR 170,74 FEET: THENCE N.14'43'36" W. FOR 133,16 FEET: THENCE ~· 2004, IN PLAT BOcfK_2__, PAGEIS) V' {),N,36'49'41"E, FOR 96,68 FEET• THENCE N,41'30'11"E. FOR 167.43 FEET, THENCE N,52'24'50"E, FOR 105.03 FEET; THENCE N,28'20'23"E. FOR 200,00 FEET: THENCE N,41'28'15"E. FOR 240.93 FEET TO THE POINT OF BEGINNING. CONTAINING 17.03 ACRES MORE OR LESS.

£4-4~,'-<7'/\_SIGNED: CERTIFICATE OF DEDICATION & OWNERSHIP: SPECIAL NOT£ CLERK OF CIRCUIT COURT

KNOW ALL MEN BY THESE PRESl:'.'NTS THAT c.c..YOE B. ,-v.C.ft.•"~.TR11.sree.,,.,•Nfl'Gl't,MA.s cAvS•O NOT I CE: TH IS PLAT, AS RECORDED IN I TS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OFTHE LANDS HEREON SHOWN TO BE SURVEYED. SUBOlVIOED AND PLATTED, TO BE THE SUBDIVIDED LANDS DESCRIBED HEREINKNOWN AS DEER CREEK PHASE 3, AND THAT ALL RIGHTS-OF-WAY ANO EASEMENTS ANO WILL IN ND CIRCUMSTANCES BE SUPPLANTED

ARE HEREBY DEDICATED FOR THE PERPETUAL USE OF THE PUBLIC FOR USES AS SHOWN HEREON. IN AUTHORITY BY ANY OTHER GRAPHIC OR DIG IT Al FORM OF THE PLAT .. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON TH IS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.

SPECIAL NOT£ CERTIFICATE OF APPROVAL BY THE NOTICE: ALL PLATTED UTILITY EASEMENTS SHALL ATTORNEY FOR COLUMBIA COUNTY. FLORIDAPROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, a;;;,; d$>; ;)tJ,1 fEXAMINED ON MAINTENANCE ANO OPERATION OF CABLE TELEVISION ANO z;SERVICES: PROVIDED, HOWEVER, NO SUCH APPROVED AS TO LEGAL FORM ANO SUFFICIENCY BYCONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES Of ELECTRIC, lELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT THAT A CABLE TELEVISION ~\.i,~d

ATTORNEY UTlllTY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES.

COMPANY DAMAGES THE F AC IL l TI ES OF A PLIBL IC

CERTIFICATE OF APPROVAL BY THE BOARD OFACKNOWLEDGEMENT: COUNTY COMMISSIONERS OF COLUMBIA COUNTY, FLORIDASTATE OF FLORIDA, COUNTY OF COLUMBIA THIS IS TO CERT)FY THAT oNffl4'{ /,J.oo3rnE AFOREGOING PLAT WAS APPROVEDT~, FOREGOINQ ~l;J)ICA\~ON WAS ACKNOWLEDGED BEFORE. ME THIS BY THE BOARD OF COUNTY COMM[5l0NEAS 1 FOR COLUMB[A COUNTY. FLORIDA,__()___ OAY OF 1'11()....'{Cv'v . 2004 BY Ct..'iOe "· ..... s .....ovlt

HE IS !;fBSONOl I Y KNOWN TO ME OR HAS PRODUCED AS IDENT[FICATION.

SIGNED:& l I ·4 ['\_lli 1,,\ ~-----·-NOTAR'l' PUBLIC

MY COMMISSION EXPIRES, I\ \ 14 J<Tl.,,i'>'At~., Sheila Newcomb

~~rt/J,.·;;~ MY COMMISSION# DD25m5 EXPIRES ATTEST: __________~--~\~,kl November 16, 2007 "il,f;;;\\.,~' BONDED THRU TROY FA!N INSURANCE, INC

''"'"I"' CERTIFICATE OF SURVEYOR

J. THE UNDERSIGNED PROFESSJONAL SURVEYOR ANO MAPPER, HEREBY CERTlFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, lHAT THE SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF CHAPTER 177, FLORIDA STATUES AND THE COLUMBIA COUNTY LANO DEVELOPMENT CODE ANO THAT PERMANENT REFERENCE MONUMENTS WERE FOUND OR SET AS OF THE 27th DAY OF MARCH • 2002, AND PERMANENTCERTIFICATE OF COUNTY SURVEYOR CERTIFICATE OF SUBDIVIDER 0S ENGINEER CONTROL POINTS AND ALL LOT CORNERS WERE SET AS OF THE 27th DAY

KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING A LICENSED THIS IS TO CERTIFY THAT ON ~/8/04 . ANN M, NEWLAND, REGISTERED OF MARCH , 2002. AND REGISTERED LAND SURVEYOR AND MAPPER, AS PROVIDED UNDER CHAPTER FLORIDA ENGINEER, AS SPECIFIED WITHIN CHAPTER 471, FLORIDA STATUES, 472, FLORIDA STATUTES AND IS IN GOOD STANDING WITH THE BOARD OF LAND LICENSE NO. 59818, DOES HEREBY CERTIFY THAT ALL REOU!RED IMPROVEMENTS SURVEYORS, DOES HEREBY CERTIFY THAT ON BEHALF OF COLUMBIA COUNTY, HAVE BEEN INSTALLED IN COMPLIANCE WITH THE APPROVED CONSTRUCTION PLANS FLORIDA ON REVJEWED THIS PLAT FOR CONFORMITY TO AND JF APPLfCABLE, ANY SUBMITTED "AS BUILT'' BLUEPRINTS !N ACCORDANCE DATE BRIAN SCOTT DANIEL

PROFESSIONAL SURVEYOR & MAPPERCHAPTER 177, FLORJDA STATUTES; ANO SAID PLAT MEETS ALL THE WITH THE REQUIREMENTS OF THE BOARD OF COUNTY COMMISSlONERS OF FLORIDA REGISTRATION NO. 64,49COLUMBIA COUNTY, FLORIDA.

BAILEY, BISHOP & LANE, !NC~::~~~:R,~. P.O. BOX 3717dru-m. ~wfaad )REGISTERED FLORIDAENG!NEER LAKE CITY, FLORIDA 32056-3717~,4... 6~e'

OA TE ¥ c;.,p2f-' ·· LB 6585

REGlSTRAT!ON NUMBER ~$"$')4-

- ~-·-•-•·-- r•,·-·-·•~,Y-·,--,~•W-•·-·"•-·-~-'< ,-~ae•~'""-- ~-~>-rc~a,, •-»-~~-"'--• .,~~· '" m ,-,- ~ "'----~-~--•-• "'-' -·-.-,-• ~-»·~,u-.-, '-··--.••··-·••--,-·s,~~--• - >' <• <,• -,-,,~ " . -•-~'"-·----··"·-w ••• ·~"""~'"''""",-n~,-··---, '• •--• -··-~·-~«·-~--,---··•-,---,""'°""""'''"'•-,,~~· ,_ -'-'""'~<- "~"'""n"~,,~.m>'Os<'-~'-0, ~~'-'-"'" - "',-.,~~_,,,,,.,. '"-«,-,..-.,~, ,, •,-,. »,,•,-~<' "'""""~~,,-.a,_,,,,_, -~·.,, ~<"'• -•-·; ,,,-.-~,=~-- ,•y,-.. _, •• '""•"~·•·,.w•..•.. ••- •• -•• ""•"''" -- ••- ·----""' •• - ·-- •" " - .-i

BAILEY BISHOP a LANE, INC, DEER CREEi( JlfIASE 3 PLAT BOOK 7 PAGE /$7484 SW COMMERCE DRIVE, SUITE 130 P, 0, BOX 3717 IN SHEET 2 OF 2LAKE CITY, FL 32056-3717PH, (386) 752-5640 FAX (3861 755-7771 NW 1/4 OF SECTION 3, TOWNSIIIP 04 SOUTII, RANGE 16 EASTENG, L!C. 7362 SURVEY LJC. LB-0006685 COLUMBIA COUN'l'Y, FLORIDA

SOUTHWEST CORNER OFLOT 9, DEER CREEKVICINITY MAP

NOT TO SCALE PLAT BOOK 6, PAGES 213P.O.B,

& 214

PROJECT LOCATION

35' WETLAND BUFFER

/55 /0,583 AC,

/

1'""'~1-7 f./~N::!8c;7~·~23;;.'.:;2c;9:::"W~3~0~0~.!_76~·---+-J ?:, ( / 215' _.

$". .,~i <J~.. / 20' UTILIT'l' 1~ ..., -......., 56 EASEMENT \® ~ '·,. 0.645 AC.±

e,·"N 2 7 ?, !\ 3' s19·43''l s·

\7

,, 20' DRAINAGE

64 0,600 AC.

-......,_fASEME.NT ·..,

sa9·22·59"E l43.12'

73 0, 334 AC.

I

I I 9

685 /

s1r08• lfif!J ~4·, 198

0, 447 AC,

10' UTILITY EASEMENT

". ,.-,\\ ~<J;-,1;:}·.

:";,4) ",":, t;.i:. b'{,· es

"' ' 0,380 AC,

· 69•

10 \ /

-- ----LB6685

-,

12 u UT IL I TY\EASEMENT

1 1 \ ' \ 1d.15'

\ Iflt 8a40' 13"E 204.25'

LB6685

84 0.405 AC.

r .... !:)Ct--~k, - ( '-.'-.I

1 4 15

5' loFFET CORNEks <LB6685}I I L. - -- _J T--

4 1

1

I I I

"'

CURVE NO. 44-1 44-2 46-1 46-2 46-3 47-1 41-2 47-3 47-4 48-1 49-1 50-1 51-1 51-2 51-3 51-4 S2-I 53-1 54-1 55-1 56-1 57-1 61-1 62-1 62-2 63-1 63-2 63-3 64-1 65-1 66-1 66-2 66-3 67-1 68-1 69-1 69-2 69-3 70-1 70-2 72-1 73-1 14-1

15-1 76-1

CL 1-1 Cl 1-2 Cl 1-3 CL 1-4 CL2-1 CL4-1

-

RADIUS 50,00'

260,00' 295.00' 30-00'

200.00' 295,00' 60,00' 50,00' 30,00' 60.00' 60,00' 60.00'

295.00' 30,00' 50,00' 60, 00'

295,00' 295.00' 2'35,00 1

295.00' 295,00' 295.00' 260,00' 410,00' 2&0. oo' 260,00' 30,00'

200.00· 260.00' 260.00' 60.00' 50.00'

260.00' 60,00' 60, 00'

200,00' 50,00' G0.00' 30,00'

200.00' 235.00' 235,00' 235.00' n5.oo' 23,5.00' 230.00' 265,00' 265,00' 265.00' 230.00' 230.00'

CURVE

DELTA

". ,.. .,. LT 22· 18' 26" LT 10· ". 22· LT 89' ,a' 42" RT 22• o,• 04" RT 11" 55' 05" LT-.,. 03• 56" LT w 20' 21" RT ,,. 21' 30" RT 60' 11. 59" l T 60' 40' 34" l T 61' ,,. 07" LT

12· oo· 30" l T 79• 21' 28" RT 43• 20' 21" RT ,s• 15' 25" LT 13' 01' 09" LT 16' 38' 47" LT 16' 07' 40" LT 12• 52' 32" LT 12• 51' 21 • LT 12' 46' 33" l T 10' 33' 55" l T 26' 24' 51" LT ,. 00' 46" LT 17• 01' 49" l T e,• 59' 38" RT 15• 34' 42" RT 13' 26' 48" LT 13• 27' 14" LT 55' 40' 26" LT 35• 49' 15" RT

3• 13' o,· LT 83' 14' 19• LT... 17' 32" LT 18' 07' 48" RT 56' 19' 15" RT 61' 44. 11" l T a,• 59' 30" RT 21· 54' 04" RT 27• 43' 21" RT

35• oo' 29" RT 34• 27, 24" RT 34• 31' 56" RT 11 • 55' 21" R7 15' 34' 43" LT

143a 30' 47" LT 107° 02' 54" LT 36' 27' 53" LT

63' 26' SB" RT 22· 18' 25" RT

DATA ARC

LENGTH 27. 41'

101.23' 55.04' 46.94' 71. 15' 61,36' 51, 38 I

37.82' 41. 55' 63,04' 63.54' 64. 39' 61.83' 41,55' 31. 82' 36,<J2' 67,03' 135, 71' 83, 04' 66.29' 66, 71' 65, 78' 47, 94'

189, 02' 22,75' 17, 2B' 47, 12' 54.38' 61.02' 61.05' 58.30' 31.26' 14. 61' 8 "/. 1"/' 67.33' 63. 29' 49, 15' 64,65' 47, I 2' 76. 45'

113. 70' 143. 59' ! 41, 33' 141, 63' 48.90' 62. 54'

663, 77' 495. 11'

168.66' 254.84' 89.55'

CHORDDIST. 27. 13'

100,59' 54.36' 42, 29' 76,67' 61,25' 49,83' 36. 93' 38. 31' 60. 18' 60. 61' 61, 3-4' 61. 71' 38, 31' 36.93' 36. 34' 66,89' 85, 4 t' 82, 76' 66.15' 66.56' 65.64' 47 .sa'

187.35' 22, 74 I

77 ,00' 42.42' 54. 21' 60,88' 60.91' 56.03' 30. 75' 14,61' 79. 70' 63, 85' 63,02' 47. 19 I

61. 57' -42. 42' 75.98'

112,60' 141.36' 139. 21' 139,50'

48 • 81 I

62.34' 503.36' 426.18' 165.82' 242.00' 86, 98 I

CHORD BEARING

s 38• o,· 50" E N 11 • o,· 13" 1'

N 13• 23' 25" E s 67· 07' 55" E s 11 • 03' 02" E N 84~ 41, 40" E

N 7• ", 01" VI----N IO' 22' 47" • N so~ 58' 23~ E N 47• 06' 57" E s 72• 26' 46" E s 11 • 21' 56" E s .,. 03' 54" E

s 28' 23' 25" E s 32• S7' 4 ·r" • s 37• oo· 20· • s 49• 33' 04" E s ,.. .,. 06" E s 18' 19' 52" E s ,. 49' 46" E 5 ,. os· 11" • s 21 • 57' 08" If

s ,,. 37' 24" W s 57• 07' 32'' W 5 41' 24' 44" W N 53" 03' 57" W

" 16' ,,. 36" W M 36° 01· 45" E N 37° .,. 39" • N 24" 22' 38" • N 22° 24' 53" W

" 32• 20' 29" W N 16' 02' 26" W N 47• 02' 30" E s ,,. 11. 34" E 5 30' 41' 38" E

5 ,. 31' 53~ W 5 3• 49' 21" W

N 73" 20' 20" E s so· 42. 34" E

" 14' 28. 44" E

N 16' S3' 11" W

t~ 51° ,,. oa'' w N 86" o,· 49" W s 10· ,,. 33" VI

s 36' 07' 48" • s .,. 24' S9" ' s 2S' 11, 02" ' N ,,. 03' 34" 's 29' 55' 05" 's 11' 09' 14" '

53 0,'159 AC.

NORTH

.,-. 0

"'

F,0 50

SCALE, 100 I .. 100·

200

0 w•m

f ·, 'r, I 1 7 ·7 · - ~.,_J,v,- t-14, f:.!__1

LEGEND 0 0 '

45 O. 339 AC.

10' UTILITY EASEM[NT

0 • • 0 a 8 I!! (!)

+•

'"e" IRON ROO l!. UP SET (LB66851 '"e" 1RDH ROD l!. CAP ro~o. NUI.CE!ER NOT[D, II' ANY IROl'I PIPE FOUND, SIZE t. UUMBER NOTEO 4•,.~· CONCRETE MOHU!.IEIH SET ILBH!!.Sl ~·><4• CONCRETE MOmJM'E:'.NT FOUtlO, NU!dBER NOTED,

II' ANY NAIL ANO PL.O.IE FOIJNO, NU"'8ER NOTED• IF ANY NATL 8. DIS~ SET lL86685J NAIL & DIS~ FOUND, NUMBER NOIEO, IF ANY PERl-'ANENl REFUENCE MOHtM:NT sn !L866651 ANGLE. OR IIHERSECTJON POINT ONLY, NO CORNERSET OR FOUND POC " PO INT OF CQM1€NCEMtNT POEI "' POINT Of 8EGlmHNG l " CE!flERL !NE (Pl "PLU IOI = OEEO !Cl .. CALClll.Alf.0 0,0 = ME.O.SURED FOOT .. FLORIDA DEPARTMENT or TRANSPORTATION

NO ID ~ fllJ IDEHT!r !CATION R/11'., RIGNT..OF-'flAY 01s "' orrsn PC "' POINT OF CuRvr.TURE Pl " PO INT OI' l .OtWEU' PRC • POINT OF REVERSE CUl'!Vl\l!Jf\E PCC ~ POINT or CQI.FOUNO CURY.O.TURE R "' R~DJUS l • TANGEMf L = ARC LEHGT!I 6 • CEHTRAL •HGLE CH "'CHORD SE~R!NG & O!SIANCE

1 m DE»Ol[5 lOT NUMBER!EI!" DENOTES A LOT CURVE NUl.l!!Ell

!REFER 10 CURVE OAU TABLEl0" IJENUTES A CENTERLINE CURVE NUMBER !AEFER TO CURVE D.O.T.\ lABLEl

[[Ij CONCRUE

48 0-50! AC, APPROXIMATE 35' WElLAND BUFFER

S90 4 00'00"W 208.29'