HomeMy WebLinkAbout1.1 Plans-
LINE TA!5LE rum: ! 3EARING DISTA\ICE
11 N33'38'00 .. E 30.06
L2 N76'57'.35"f-52.83
L3 N9U"OO'oo"E 1 2.14
L4 S16'D8'32"W 33_35
L" S16"08"32"W .33 .38
LG s75·5t3s~w 80.89
L7 N20"38 oo'E 11.24
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CLIKY'E rA!5LE
A1 c Chord Churcl
CUP\/E # length Radius UlLTA -onGeni Bea·ing Dis::Jnce CLRV E #
Cl 74 ?9 4ti.tlti 92'48'26" '18. 17 S56'Jtf 12 .. E 1----+--C 2 12 1.59 1017.15 6 '50'57·· 60.87 S13'39 '27"E 121 52
66.43 Cl
C2
CJ 182.22 1997.35 S'13"Jl:f 91.17 S14'28'07"E 182 16
C4 52 75 1284 51 :t21'10" 26.38 N02'47'03"E :i?.74 -+-_C_''-_ _,
l--'c~5::-+-o11CC1'Cs"'7_+-05:'.02'06'01'05-t-_1eoz~·1C<oc'· 5"'5'::'"+-';e''G~1 sC;-r.'N1 o ·D3·~0~5·~'E-+_1_1_1._6_6-+ __ c5 _ __,
C6 54.26 263.14 11"48 '50'" 27 77 N10"14'0T'E 5416 C6
c1 57 2s 293_14 11·11'24" /8_72 s10·32·5o··w 57.16 C7 ~t-"~~~c-r-~~'+---ccc--1
c .s 105.49 496_15 12·10''.:S" 52.94 S10'03 OS"W 105.29 CB 1--c~,~-1-~6~B~c~.3~-r.,~?Sc-4~.oc51~+-c'l-~3·.,o~:.·"2"s_--1-_.ooc-4_.."o"-2-l-"'s"'o?~·~74~·~2~5·_.·w-+~68~.-'oo72-+--ccccco9--l
c1 a ~8-78---l_-J"'o_.. o,.,_· -l---"9"1 ·-'1 R"'_ 'c_C'"o·_· -1---'3'-'7-'-.4_.1'-'_.s,,_4~5~· -~·0~· 1~2"'··~w+~s"2".3~1,-.,1--ococ10-:---1
L.11 40.48 30.25 7£'40·12·· 23.92 N49'30'12"\'I' 37 5~, C11
C12 202.78 1967.35 5 ·~.i'2U" 101 48 N14·07·.15"w 2J2 G9 [1/
C1.3 12518 1047.15 b"50'57" 6 2.6 6 N13'39'27"W 1/:110 ClJ
'---'CC.I c.4 -'--"2.,.5."5"9-~l~Sc.. 8~6~~9~z~·4~s~· 2~5~·~_1_6_6_5_~N5~6~·35'12"\~\ ~"2"'2.co9c.l~_C~'1~4~
Fd/5 R2bar & Plosiir:
Cap. PIS { 290JC
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STEELE SUBDIVISION EXEMPTION -FIRST AMENDED PLAT
50 0 -I -___J SC4LE • I iNCri ' 50 FEE?
I
I
SITUATED IN THE SECTION
R.89 W.
27 & THE NWl /4 IN
6TH OF THE P.M.
OF SECTION 34 SWl /4 OF
T.5 S.,
GARFIELD COUNTY, COLORADO
*** NOTI CE *** Rec ip ien t r e cognizes that e lec tronic informati on (data supplied via computer generated format) does not contain professional seal/signature /certifif;ation. and
theref ore understands that this electronic informat io n is not conside red a val id survey document. and that su rvey documents prepared by this company ar e valid
only in final form on actual hardcopy prints provided b y th is company, cornplete with original professional certi1i cat ion and signature being visibly present.
As such. this electronic info rmation pr &p ared by this company is provided solely as a courtesy, at recipient's request, for general r eference. and does not
represen t or replace the actual signed/sealed document(s).
By rece ivi ng th is electronic informati on. the receiver agrees th a t thi s de.ta may not be transferred to any other p arty, that this electronic inforrnation may not
necessarily represent the in for mation shown on the actual sig ned/sealed document(s). and that the receiver is r esponsible for verifying the information shown
hereo n again st said signe d /se aled do c uments. and th at this electronic info r mation may be used exclusively by the recipient for general reference purposes only.
The use of th is d ata by the receiver cons ti tut es acceptance of this agreement and is cor.is idered to be at the receiver 's own ri sk.
Section 27
Section 34-
Fd/5 Reb.:1r & Plastic
Cap, PLS I 19598
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N89"5i'oo"t_-
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169. (>2'
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Fd/5 Rebor &-Pros.lie
Cop, PLS l !95~Q8
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(d/5 Reb?r &: P~1stir
caµ, Pis 1 29uJo
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Notes
1) NCT1CE: P.CCORDING TC COLORADO l AW. YDlJ \.ILJST COMMFNCF ANY I [GAi ACTION E:lASt-lJ Ul)OM ANY DF-llCT IN TlllS SUR\/[" WITHIN THREE (3) YEARS AFT::R
YOU DISCOVER Slh''-l DEFECT. IN NO EV::N-MAY ANY ACTION BASED UPJN ANY DEFECT H::REOM BE CCMMENCED MORE THAN EM (10) vEARS FROM THE DAii
OF CE:/TIFICPTION ,HOWN HEREON
2' BA'SIS OF BEAPINGS FQR TH\5 EXEMPTION PLAT IS A BEA.RING OF S.89'51'00~W. BETWEEN THE SCUTI-' OU.O.RT ER CORNER OF ;ECTI OI\ 27. AND THE SOLTH~t=-sT
CORNER OF SECTION 2 7, BOTH CORNERS BEl!\G \llONUMENTED AS S--IOWN HEREON
3; THI S SUEDIVISIC't~ EXEIJP-10~1 PLAT DOES NOT REP~ESENT ANY OTHER TYPE OF SURVEY, SUCH AS AN IMPROVEMENT SURV::Y I M PROVE1i1~NT LOCATION
CERTl~ICAT E, ETC
4;THIS DOCUMENT Ol1ES NO~ REPRE':E\IT A Ti-LE SEARCH BY RIVER CITY SURVEYS. L.L.C. TO DETERMINE OWNERSHIP OR Ell.SE\fN TS 0" ~ECO"ID. 11,l_
INFORMATIOl\J SHOW l..J H~REON RECAFl'D!NG OWNERSHIP, EASEMENTS A"ID OTHER ENCUMBRANCES OF RECCRD WAS OBTA INED FRO~. ANJ S'JIJJLCT TO A TTLE
COMM I TME~IT PREPAP EC1 BY 1-11-' I AMLfl lCAN llLRIT/l.G[ Till[ COMPANY. COMMITMENT NO. 'a2b-HU2U9J44-105-Lll2. D/'>.ITIJ MAY/O. 2008
s: DA.TE OF FIE D ~URl/EY J llr , .2008
G) THI~ SJB[ilVISl(;N EXEMPTl(1tJ Plt>T IS BASED ON THE PLA-OF STEELE SLBDIVISIOl'J EXEMPTION RECORDED flS RECEPTION NC 53299C Oi=" THE GARFIE I IJ
COL1r'-IT1 PE~-CRDS
7' PPIUP T(1 ISSUA~JCE OF A 8UIL[llNC PERMIT. TH:: OV/NER SHA_L PREPARE ,ll.ND SUB\i11T A SOILS At~D FOU'IDA TION REPORT, A1 I S lJ S. UE:)IGN, AND A GRADING
AND DRAINAGE PLAN PRt:PAF Ll J'll>Jll lLH 111 ILD DY A PROICSS IO NAL Cl~GINECR. ALL IMI ;ROVl:.MLN IS '::ii IALL DC CONSTRUCTFrJ IN 4.CCORD.t.r>JCE WITH SUCH
IJEASUf--'l'.-..'. WHl<.fl .flAl l [3~ A 1 .0NC 1ITION CF THE BL,ILDING PERMIT
8) rHE MINMUM DEFENSIBLE 'PACE )!STA NC E SHALi f-:lr .SU rrr1ON1 1-1/ll IERRAI~. PLUS APPROPRIAlf MO[)lflCAION TO RCrJGNZE THE INCREASED RAT E OF
FIRE SPREAD AT -·LOPED SITES -HE ME TH ODOLOGY DESCRIBED IN "DETERMIN NG SAFETY ZCNE DIMENSIONS. \~LD'IRE S.'FcTY CllDE L"ES FDR RuRAL
HOMt 1-1wr~FRC'.". (CO l 111.t..DO STATE FOREST SEf''VICE) SHALL BE USED TO JETER'JNE DEFE'JSIB LE SPPCE REOUIREME\ITS F8R THER EOUIRED DEFENSIBLE SPP..CE
WITl-IM BUILD ING El,JVELOPES l'-.J APEA'::> EXCEEDl"IG f-IVE (~) Pl:.RClN I ~RADI:..
18) THE INDIVIDUAL LO T OV.NEK·S SHALL BE RESPO\ISIBLE FOR THE CONTROL OF NOXIOUS WEECS.
11) ONE (I) DOG WIL_ 3E ti.LLOWEC 1 FCR EAC-l RESIDENTIAL UNI-\l;'ITHIN THE SUBDIVISION E~EMPTION PROPERTY ANJ Tf'E DOG ,HA LL 3E f''EOUIRED TO BE
CONF INED 'NITHIN lHE OWNER'S P~(ip~ f.! fY HO,JNDAfll~S. W'llH Tl I[ [NIORC[l.il[NT PROVJ~;IOMS A I OW ING IOR Tl I[ RCMOVA L ClF , DOG FRO\t THE AREA AS A
FINA L RE MtDY I~ W()Hc I CASES
12) NO OPEN Ht:ARTH :.OU!) !-Ul:.L F-11-<l:.flLACES W1LL G:::: A .LOW[D ANYWI rR r w I H N I HI:. SUBDIVISION EXlMPTICN PROPFRTY ori=: (1) NEW SOLID-FUEL BURNING
j IUVI:. A~ Dl l INlD rr~ C_R s ?5-7-401, ET SEO .. AND THE R::GULA'IONS PROMULGAT::D THERE'JNDER, VllLL BE ALLOWEJ IN AlY DWELLING UNIT. ALL DW'.:LLING
UNITS WILL BE ALLOW::D A.N IJ'~RESTRIC-ED NUMBER OF i\JATURAL GAS BJRNl\IG STOVES AND AP:iui:i.NCES
5) ALL EXTERIOR LIGHTIN::.:: S'"1/ll_ 8£ THE MINIMUM .A ~JCUNT N::CESSARY 4ND THAT A~L EXT:RIOR LI GHTING BE DIR ECTED INWAIO, TOW.O.RDS TYE IN TERIOR OF
THE SUBDIVISION, EXCEPT THAT FR ov1.;10Ns MAY BE MADE TO ALLOW FOR SAFE-Y LIG HTING THAT G:J ES BEYOND THE PROPER T' BOUNDARIES
lo:Xfi:MPT!ON Cft:RTl f'If:AT E
fl-JIS Flt\ T .llPPROVEC BY RESOLUTION !F THE 80/'l.RD CF CO UN I v
COMMISS IONERS AT GP.RFIELD COUNTY. CCCIRADO Tf-IS ::t<'l.Y
OF ______________ , AD 20013 IN FI NG ·~/TH T-l E '.:'.LERK AND
RECORDER OF ~ARFIELD COUNTY, SUCH A0 ROVAL IN NO VI AY I/PLIES
THAT THE IN::-QRli1AT101'-< SHCV-.N HER::JN IS:TRU:: 1\1\D t ,CCURATE BU T DOES
INDICATE THA T TH IS PL/\T IS EXE~lP T FR:J AND NU I SJ8JECT T0
REGULATION UMC·E.H GAl-?rl:.L ~ COUN TY SUD IVISION r;:FGI JLAT IONS AT THE
11~1-0' 'TS FILING
CllA IRMA\J
WI-NE SS MY HAND AND SE/\L OF THE CONTv OF CA~FIELD.
A !TEST -----------------------------
COU~TY CLER<
COUN TY SU RVEYOR 'S CERTIFICA 'IE
APPROVED FOR CONTEN T AND FORM ONL AND NOT -HE A.CCURACY OF
SURVEY'.:>. CA LCULA l lONS OR DRAFTl~JG LRSUA l'<JT TO C.R_S_ 1973,
38-51-101 and 1 C2 (revised).
GARll[LO COUN TY SURVE'i'OR D6.TE:
CLER K A ~D RE CORDE R'S CERTli"ICATE ·
!HIS PLAT WA5 =-1 LED FOR REcoqo IN TH~Cl F FICE OF THE CL ERK AND
RECORDER OF C1\RFI EL D COUNTY A-O'CLOCK ___ M_, OM
IHr. _________ DAY OF --------------A I)_ 2008, AND :s DULY
RECORDED N BOCK ______ AT PAGE _______ , RECEPTION NO
AT TEST
CL~ AND RECORDER
8Y•-----------------
JEPUTY
"""'~~
SURVE YOR'S crnrw1cATE
1
.,
I. DAVID A CCOPER. DO HER::BY CEkrl~Yr'A I AM A RCGISTER ED LAND .
SUHVLYOR. LICEMSED UNDER THF I AWS OF~E s -ATE OF C::ILORADO, THAT :
TH S PLAT IS A TRUE, CJRRECT AND COMETE PLA T OF "Sll:.t.L!:. ·~
SUBJIVISl8N EXEf...1DTION FIRST AMEN DED Pfr", C'.JUNTY OF GJ'.1.RFIE LD, £~
s -ti.TE OF COLOR/lDO . AS LAID OUT, PLA T), DEDICA TED A"JD SHCWN '"-
HEREON , THA T SUCH PLA T \VAS MADE FRC/1N ACCURAT E SUHV~Y o r
SAID pqcPERTY BY ME AND UNJER MY SL:RVISION AND CORRECTLY
SHOWS THE LOCATICN AND DIMtNSIONS DA-I[ LJTS. EAS Eli1EN-S AND
s-REETS OF SA ID SUBOIV ISIO' AS Tf-E SAi ARE STAKED UPON !HE
GROUl'-.D N COMPLIANCE WITH APPLIC1\BLE:GULATIONS GOVERNING If-[
SUBDIVISION 0° LAND.
IN WITNESS WH::REOF I H.ll.VE SE T MY HAN~f\iD SEA_ THI S 1st DAY OF
AUGUST, A.O. 2008
ROA D E.t..SE MENT I H~S C RI P TION
A PARCEL OF LAND SI IUA JED I ~ Tf--jl SW1/4 OF SECTION 27 Al\1 D N THE Iii
NVll/4 OF s::CTION 34, TOWNSH IP 5 SOUTH . RANG!:. 89 WES T or Tl I[ SIXTH
P'tlNCIPAL ME RIDIAN , COUNTY OF GA RFI ELD, STA T[ or CO LORADO. SAID .·
Pti.RCEL BEING MORE PARTIClLAHL Y DtSCRIBED AS C'0LLO'w'/5:
B E GIN!~I NC; AT TH E SOU THVJEST CORl\ER OF THAT PROPER TY DE5Cf?ll3tn AS
TRACT 1 IN ECOK 825 AT PAGE 583 OF THE GARHrl I) COUNTY RECORDS ~i
FROM WHICH Tl-E SOUTHWEST CORNER OF SAID SECT ION 27 , A G.L.0 ,
9RAS':i CAP STANDARD MONU\i!ENT BEARS S.89'5' ·ao"w. 759.00 f-1:.ET;
THENCE N.33.Jtfoo"E. P.LJNG 'IH E WCS TF RLY LINE oc SAID PROPER TY A
DIS TANCE OF 30.06 'EET; !HENCE N.15·57 '35"E. A ~ISIANCF OF 52B3
FEET; THEr..JCE 7 4.29 FEET ALONG n-E ,11,RC OF A CURVE TO THE RIGHT,
HAVlf\G A f?ADIUS OF 45_86 FEET, A CE r..J -R1\L /\NCLE OF 92'48'26 ", IHL 'h
CHORD OF WH CH BEARS s.ss ·3s·12"E. A DISTANCc O' 66.43 FEET; r HE,CE I
121.59 FEET ALONG THE.. ARC or A CURV E TO 'HE LEFT, HAVING /\ Ri\D :US k
OF 1017.1 ~ FEET, A '.::ENTRAL A\JGLE OF 05·50 ·~/', Tll[ CHORD OF WH IC,
BEAHS S.13"39"27"E A DISTANC: OF 12152 FEET; THE,CE 182.22 FEF T I ... ".'
ALJNG THE AR'.:: OF A CURVE TO T'-i E RIGH I, f-!A\llNG A RAJIUS OF 1997.35
FEE .... A CE\I rl?AL A r~Gl F OF 05" J'3B", -HE CHORD OF WH ICH BEARS
S.14'28'C7 "E. A DISTANCE OF 182.16 FEE. I: Tll f NC[ ALONG A LINE 3EING
NON-TJ'.1.NGLN T TO THE PREVIOUS CURVE, N go ·co·oo"E _ 12.14 FEE -: THl:.NCE. j
~2 75 FEET ALO~JG A NON -TA NGENT ::uRvE TO THE RIGHI. HAl/11\G ~ 'i
'1" RAD US CF 1284.51 Fff I. A CENTRAL ANGLE OF 02'21'10". TYE ~HORD OF ]
WHICH BEARS N.J2"47'03"E. A DISTANCE Df 52 74 FEET. THENCE 11187 ij
FEET ALONG """rlE ARC OF A CLk'.Vl-TO THE RIGHT, HAVING A RADl0S OF W
526 15 C'E::T, A CENTRAL ANGLE OF 12'\0'55. THE CHDl-ilJ or Wll lC--l BEARS ¥
N.10'CJ3'J5"E. A lJISTANCC 81 111.66 FEET; THEMCE N.'6'08'32"£. ,ll,
DISIANCE OF 33.38 FEET; TH ENCE 54.26 FEET ALONG THE ARC OF A
CUR\/E TO Tl-IE _E~-. HA'v'ING A RADILS OF 263.~4 FEl::_I, A CENTRAi ANGLE ~'' ill OF 11"48'50 '". !He CllORD OF WH ICH BEARS N.10"14'07"E A DISTANCE OF
5 4 .10 f l LT; THENCE 44 73 FEET ALONG THE ARC OF p. CURVE TO THl
LEFT. 1-"AVING ll, RACIUS OF 223.44 I l IT, A CEMTRA ... ANGLE OF 11'28'13",
T'IE '.:HORD OF WHICH BEA~S N.01'24'24"';1/. A DISTA'ICE Cf-44 66 i[[T· ;::,,
-HENCE 46.00 FEET ALONG THE ARC OF A CLJINC TO THE RIGHT HA\1NG A ~
RADIUS Of 5151 CEET, A CENTRA L M~GLE OF 51"10'20'", !HE CHjRD OF i
WHICH 3EARS M 18 "26'.39"E. A DIS-/lNCE OF 44 _49 FEET; THENCE
N 44"01'49'"E A DISTANCE OF 52.30 FEET; THENCE 26.87 FEEi A.I L"G THE ,,;
ARC OF A CU~'v'E TO THE _EF-, HA\/JNC A RADILS DF 40 56 FEET. A
ClNTRAL ANGLE OF 37·57·49", THE CHORD OF WHICH BEARS N.2s·o:t~4"E.
A DIS I AN CE OF 26.39 FEE T; T"ENCL N 06"04'00'"E A DISTANCE OF 43. 72
FEET: THENCE lJ/.48 f[[T ALONG THE ARC OF A CURVE TO r'"'fE RIGHT.
HAVING A RADIUS OF 1 09.78 FE ET. A CEN lf~AL ANGLE OF G9'08'37", THE
c"o1m or WHl:H BEARS N.40"38 "18 'E. A DISTANCE OF 124.59 FEFT;
THEN::E N.75"12'37"E . A JISTANCr or 75 23 FEET; THENCE 98.82 FEET
A~ONG THE Al?C OF A 2URVE TO THE RIGHT, HAVING A R1\DIUS OF 45 44
FEET, A CENTRAL ANGLE OF 124"37 "00·· 'HE CHORD OF WH CH BEARS
s 4?'?R"53'"E A DISTANCE OF 80 46 FEET; THENCE s.10··0·37'"w. A
' ~;
I I
DISTANCE OF 39.29 FEET; THENCE 51.30 FEE-,-Al ONG TI 1:: ARC OF ll, ·11
CURVE TC THE LEFT . hAVlNG A RAJIU'.; OF 24431 FEET, A CE' TRAL ANGLE
OF 12'01'5D". THE CHORD OF V~HICH BEARS s.13·4s·42 "w. A DIST.l\NCE OF
51.20 FEJ r l!CNC[ S 07'47 '47"W. A DISTANCE OF 93.17 FEET: TYENC::
19 13 FEEl ALONG THE ARC CF A CURVE TO THE LEFT. HAVING A R.t..D IUS
OF 23.76 FEET . A CENTRA L ANG l I OF 4G'07'19", THE CHORD OF WH CH
f < '·
BEARS s.·::i·1s'S.3 "E . A CISTANCE OF 18.62 FEEi; l H~NCE 5.3B'19'32"E_ A
DISTANCE OF 103.68 FEET TO -~E EASTERLY LINE OF THr PROPERfV
DESCRIBED AS lRACI 2 IN 8001-< 825 AT :.AGE 584 OF THE GARFIE LD
CCU~JTY RECORDS; THENC:: S.00 "06'00"E. A_ONG SAID I ASTCRLY LINE A
DISTANCL or 48.48 FEET THENCE N 3s ·1 9·32"w. A DISTANC E OF 14 1.
0
77
ICEl THt:NCE 4 3.28 FEET ALONG THE /\RC OF A CURVI:. 10 Tlf[ R GHT
H1\Vll\C /1, RADIUS OF j~_ /5 ICET, A CENTRAL ANGLE OF 46.07'19", mE:
CHORD o=-WHICH BEARS ~.15 '15'53"W. A U l ~!ANCE OF 47 .1 2 FEET ; THENCE @_!~
N.07·47'47 ''r A DIS T t..r~CE OF 93.17 =-£E T; THENCE 57.60 FEET ALO N:: Tf-'E s
ARC OF A CURVE TO THE R GHT, HAVING A RADIUS OF 27 4 _,)1 I EE T, A fil.-~.
CENTRAL .'NG LE OF l?"Ol"SO ··. TH E CHORD OF WHIC4 BEARS N.13"·18'42''E fil
A DISTANC:: OF 57.49 =EET; THENCE N.19·49 'J7"[ A DISTANCE OF 39 29 ~1
FE ET ; T4ENCE 33.57 FEEi 'LONG fllr AR2 OF A CURVE TO !HE LEF-~
HAVING A RADIUS OF 15 44 FEE -, A CENTRAL ANGLE. OF 124",)7'00". T
1
HE D
CHORD JF WHICH BEP.RS t>J <12'23'53"W A DISTANCE OF 27.34 FEET; ~
T,ENCE S 75"12'37"W. A DISTANCE OF lo 2.J FEET; THENCE 9G.2B FEEi fii
ALCNG TH:: A=1C or A CUR\lr TO THE LEFT, Hti.\l lNG A RADIUS OF 79.78 ~
FEET, A CEl>J TRAL ANG LE OF 69'08'37", -f--'[ CHORD OF WH ICH BEARS ®
S.4o ·.:,rflH ''W A JISTANCE OF 90.54 FE!::T; THENCE S 06'04'00"W_ A 'J,1
DIS -ANCE OF 43. 72 FE ET; TH EN::::E 46 _ 75 FEET ALONG THE ARC or A
CU:'.\\I E TJ Tl-"E R!G'-JT, HAVNG A R.ADIUS 0' 70513 FEET, A CENTRA L A~GLE .-
or 37·57 ·43 .. , THE CHO'?D OF W'-llCH BEARS s.2s·o2'54"w. A DISTANCF ()~ -
45.90 FEET; THENCE S.44"01'49"'W A DS-o.NCE OF 52.80 FE ET ; !HENC E "'
19.Ll f-E.ET ALONG T.-J E ARC OF .r:.. CURVE TO THE LEFT. '""{Jl,\1\NG A RADIUS Ii:~
OF 21 51 FcET, A CENTRAL ANG,l OF 51"10'20··. THE CHORD OF WHICH
OtARS S 18'26 "39"W. A DIS TANCE OF 18.58 FEET; THlNCE 53.9.3 ;-t[T
A_ONG -f-E ARC OF A CURVE TC THE RIGH T, HAVING A RAD IUS OF 253.4L
FE El A Cl N IRAL ANGLE OF 12'11'30 .. , THE CHORD OF Wl-"ICH BEP.RS .
S.01'02'45~E. /\ DISTANCE OF 53.8.~ I [[T; THE\JCE 57 25 FEET ALONG THE
ARC JF f:>. CURVF l(J fll[ RIGHT. HAVING A RADklS OF 293.14 FEET. A ti CE~JTRAL ANGLE o;:-11·11'24", THE CHORD OF WHl2H BEARS S.10'32'50"W A -~
DIS I ANCC OF 57.1G FEET; TH ENc:: s:5·05'32"w. A DISTANCE or .s.1 _38 I"'··· rcET; THENCE 1C5.49 FEE -ALCNG THE ARC 01-,ll, CURI/[ TO THE LEFT
"AVINC A RAJIUS or 49615 FEET, A CENTR.,L ANGLE OF 12"10'55 ". l~E
CHORD OF WHICH BEA~S s.10 ·03'05 "w. A DISTANCE OF 105 29 FEET
THENCE 68.03 Fc ET A _ON~ TH F 'RC OF A CURVE TO THE LEF T. HAVNC A
RAD ILS OF 1254.51 FEET, '• CENTRAL ANG! F OF 03"0C25". THE CHORD O"
WHIC~ BEARS S 02"24'25··w. A DIS-ANCE OF 68.02 FEET; THE,CE 08.28
ITC -ALONG THE ARC OF A CUR'/E TO THE RIGHI, HAVING A RADIUS JF
36.57 FEE-:-, A CENTRAi .ANGL[ OF 91 '18'00", THE CHORD OF WHICH BEARS
S 46 "3D'12"W. A DISTM<CE OF 52.31 FE ET; THENCE 40.48 FEET ALOMG THE
ARC OF A CURVE TO THl:. l~IGHT, HAV ING A RADIUS OF 30 .25 FEET. A
CENTRAL t>f..JGLE OF 76''10 '12 ", THE CHO RD OF W.-JICH BEARS N.4 9'30'42"W
A DISTANC E OF 37.53 Fl l I; IHrnCF 202 78 FEET ALONG !HE ARC OF A
CURVE TO IH[ LCFT. HAVING A RADIUS OF 1967 35 FEET. A CEN IHAL
ANGLE OF 05 '5'1'20", THE CHORD OF WHICll BEARS N.14'07 '46"W. A
DISTANCE OF 202.69 FEEi; THCNC I 1?5.18 FEET ALONG TYE ARC OF /1,
CUR'/E TO THf lilGllT, HAVNG A RADIUS OF 1017.15 FEET . A CE~IRAL
ANGLE OF 05 ·5c'57 ", TH E CHORD OF Wl llCH BEARS N.13'J9 '27"W. A
DISTl\NCE OF 125.10 r r r 1: THENCE 25.59 FEET ALONG TI-1E ARC OF /1,
CURVl TO THC L[IT, HA\/ING A RAD US Cf 15.86 FEET. A CENTRAi ANGL[
OF 92 'L8'26", THE CHORD OF WH ICH GIARS N.S6 '38'12"\l.J. A DIST.O.NCE OF
22.97 FEET; THENCE S.76 '57'35"W_ A OIST/\NCl CF 80 .89 F-[T TO THE
WES".""ERLY LIN E OF THAT PROP ER-Y DESCRIB FD AS TRACT 2 N BOOK 825
Al po.r;r 584 OF THE GA'<FlEL D COUWY RtCORDS; THENCE N.20"37"00T
ALONG SAID WES TERLY LI NE A CIS T/\NC E D~ 11.23 ![FT TO TH E P:.lJNT OF
BEGIU"NG , SA IC PARC EL CO NT AIN ING I 09 ACRES. "ORE OR LESS.
PREPARED FOR:
Craig Westley
job# 8006
dwn by : D. Cooper
pfo Ued 8/1/2008 11 13 AM
8006 $t-c ete l:,~m.pfi 09
sheei 1¥
1 o f
1