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Hp Ici) Colm 500 F,Na, .ro ...4.“ I" (0- (-4 ce..) _-n .a.- :,- 0: cn E5 r in 02 r - co o s .30x18r me>c 76E zmar-mg. or! m Co Z nam c611 nrcaz n I-2 OC ;Cr -11 MM" MCIC 2 M• g3.).PWCO >m08 0:0° OZ: :Or • - x 12: 00, 0- I mon; 01:: s ;->zn cicc am 0! 223m5m _c 3.1"rS 5cibi)* .02z c 9" I: mcz 1-(1 con ▪ orn 240z2 rn gar°COO ro r! Inc ejl !! 51:7 0 co 73 co 0 73 0 0 0 co CAI N) co o co cn 91 03 CO ro co co 73 ir -o IM RAYON 3H1 'ZZ RTY ARE PRIVATE AND WILL NOT BE MAINTAINED BY GARFIELD COUNTY. co T- M 0 73 co E PROTECTION DISTRICT IMPACT FEES AS RESIDENTIAL STRUCTURES ALREAD 0 20. ON-SITE WATER STORAGE IS REQUIRED OF EACH LOT 19. THE CONVEYANCE OF LOTS 5 AND 6 ARE EXEMPT FROM 3AOHdW1 NV '91, DEVELOPMENT AND PLANS ASSOCIA D WITH THAT STORAGE MUST BE A PART OF THE BUILDING PERMIT APPLICATION. OVE PLAT NOTE AS ADEQUATE INF STRUCTURE EXISTS TO SERVE THOSE LOTS. 1N3Wd013A30 SII -U. 0131 o -41 co rn 0 27 73 co Z z SI Ca 27 -13 CO CO 23 'ON NOI1d333H IV 19 ON NOVEMBER 14, 2005 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER, ARE APPLICABLE TO co co 11 H co 73 m o So Co 73 Co rn Co CO CD ca THE APPLICATION FOR A BOLDING 77 co m c- m CO z C co rrl CO 0 17 11 Tr 31) CO 0 MO 1011an01A10 !S AND MUST BE APPROVED BY THE CARBONDALE AND RURAL Fl 0 co XI 34 al 77 • CO 0 0 8 CO M rn o 73 • 8 73 a a a xi 07 co 0 C co co o 31-11 NO NO110 547 00 A.LNn03 dO OHVOB 3H1 SIONERS RESOLUTION NO. 2010-81 WAS RECORDED ON OCTOBER 12, 2010 UNDER RECEPTION NO. 792747 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER. 77 rn o co 0 0 co m o 22 0 Cn 2 Xi 0 73 o 70 co co co co o -O M CO crim rn 11 6 z corn 11 CO XI 0 OD 0 0 • RI 0 7.13 • o O co o CO zi -03 0 0 0 CO CO • M - 77 1- 0 co C CO o 0 CO • CO rnm 73 co • rT1 73 0 MI CO c- • o mi c§: r r ia2C 19rE o rnCrti o 0 27 mc corNa 07 N rcim 0 z Co M 0 21 73 0 33 co z moRo r- rto 0 so eirzx co z co 2, ZZOWZ Co Z G21 8 00 El 47; itml '61 ci 81 izc ogl moo .71m m o co o 0 r4 M GO GO 4 07 m o co Co Co to rni MM MM MM 472 Li inz izr Tim 0:04 30.1 3 cn m -13 co 0 ALL FOUNDATIONS SHALL BE DESIGNED BY A PROFESSIO REGISTERED ENGINEER LICENSED TO PRACTICE IN THE STATE OF COLORADO. 0 r - co 5 m -n 111 o 11 a rn 0 c o co r - M r - CO C Do Fri m 0 0 0 0 0 -n 20 0 cn XI 0 rn 0 co 2 m2 at MZ C DO co c 0 co 73 0 co m 77 0 0 co 0 77 -02 0 co r. 171 X XI 0 11 Da Xj o 77 c co 1173 1431 m co -55 co rn rn rn 73 CO 1V01311333 a 0 90 0 cn o oz z o EL- rn o rn m co CX) cn CO M CO 0 0 C o 0,4 Cn M 0 si CD r- -ri co co m 73 r1-7 IC2 El m° m 4134 23 X 17 02) o 0 co CO C2 co 0 CO co Z2 al co z m 11 xi 0 0 to sn IN FEE SIMPLE OF ALL THAT REAL IELD COUNTY RESOLUTION NO.2010-81 AND AS SUCH ARE NOT A PART OF THE SURVEYOR'S CERTIFICATION HEREON. rn 7961 AciL'TC)C ammo - N o A 2 m I 4 D Z o CO• N O b C zr n 014 rn 0 Nozz o -I r- to ocz o nil c co -a C3� co w to FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF C 0 y BVQNV1Sdo PARCEL ID. NOS. WERE RESEARCI AT THE GARFIELD COUNTY ASSESSOR'S WEBSITE, OCTOBER, 2008. 6) THE ROADS, DITCHES AND FENCELINES WERE LOCATED BY AERIAL SURVEY PERFORMED IN 2004 AND FIELD VERIFIED BY SE. z ro 0 T N aW W Zr2zzom om O w moo zro rc'• CZ 00)00 O << z=my W D�T'm-C ,CT D 0 0 z W z m C 'z O m C~OCz K G) y z D = = a -1• _4 cn' m m mp 0 0 > 73 T z 1111°-4 z co - O G) D 0 Am mcornA Co 0y 0--3).- co co ZOTA a mm z� 0; ._. cn on �-1 m x03. m m z < oZmm Cmm z Co _ o a m ? 0m 0 A m = co m 0 = *dao m W f cn < 0 D 0 >zC Z C7 A rnO 13 M ' Co • y 0z K) co '.8!:) Co Z O o z c.'ON N m m D m0 co OO o Co 2O zkm OZT 0 TOS m m 0 0 m }0� C mai O = z So 0m Z '• L -Co am rnmo m Ont yzz > S m n� o Om m+�QO, m mm mOE7 p 23 Z O% z m co 00 P pomm z A A • moZ OT C Co S rr- 0 C 73 0 Co in MZzq 0DO03 0 y C.‹ mry 1 0 MQ n fit Tzp o D z z 0 N• m n m a % 00 0 0 00 Amz F.Tm, • Wz T • m 0.-10A m z O O m m Wa` Co m Al O= zo m p y -O m CWTI oo -om rti-b Z G) o0 03 Do m co in 0 *m NI QNfIOd 21V83219 'ON V (Z 2) DATE OF PREPARATION: MAY - NOVEMBER, 2004, CH- APRIL, 2005, JUNE -DECEMBER, 2005, JANUARY, 2006, JULY - NO m 800Z'N38W3o30•AWN "0402 H39$ O30 0 r- 0 J 0 0 2 Ia C C rn -i CO CO 2 m raj 0 v 1) DATES OF FIELD WORK: MAY - NOVEMBER, 2004, MARCH - APRIL, 2005, JUNE, 2005, JANUARY, JULY - SEPTEMBER, 2008 AND DECEMBER, 2010 UNLESS OTHERWISE NOTED, ALL RECEPTION NOS. REFERENCED HEREON ARE RECORDED DOCUMENTS IN THE GARFIELD COUNTY, COL 0 p z 0 G 0 CO CONTAINING 87,982 SQUARE FEET OR 2.020 ACRES, MORE OR LESS. "400W WWW N a m Z wvcoomO 0 oV Z NWN 0mmC) 000 'a'n we-0"cl :C A --C D W o V m m~ O m i) -c N C9Z IST1 m m n ~ mC0 pc. -i O Zr > G) z a o m mm O -WiOz y m m O M m 03 om _0 00 , m m horn m=o -+mc 0 Hm Z mom mm{ 0coA<0Az zODCoOT Wo -Ti m C0010 CZO m� z 'S N 01 CoZZ a<n0 m O OT M m GOa ✓ 0 O D Cy " o b c2) z 0 co 0 co m it,it O Mn M 0 A ,z0 )3 A> Wnm Ac m0 r; z W 2 io co n m> 00 MS ONnOd A n to 0 0 mN S89'24'15"E (BASIS OF BEARING) NOI1dWOS30 S 1O1 NMI =1V101 0 r J O g z m CO G C g m 73 ° z co m z -i N com Co V W E; r r r rr 0 0 0 0 0 0 -1-a-1-1-1 CO 01 A W N -+ Crnrnmrm Emmmmm m W W W W W n0O 0 00 nmmmmm -Izzzzz HHHHH0 CO a N N N N W O is N G m O W N w a m W Vld SIHJ. 83d 031V380 9101 O-0 m 0 Co 4 S/5 3\ �B 1656, 76 17Q 92, m co W BOO SS3NLMM ,1 S3ll1711n 0 co co r ha ON V N Cu W Co 7 s 0 rN co C>g Lie L17 L16 9 r z ci Oi*999 '0 X09 0o Co V Wrn W Crn N ii -+ :cri O c0 r�r CO V :O) rPr�s 0 rA W rP N rp -� L40 W f0 L38 W V W W W CA L34 W W W 'N W WNNN D co NNN W N'N W N NS-..-h-'-� -a O W J Of W .P W:: -- LOLL co W v Ori cr)irP L3 � F LINE LINE TABLE Z pCO O OCU 0A mm W O S 52'32'24" E Z 03 CO fT co Oj mm**** Z Co ..• A O Z CT NOO Z Jto WWW (.4.01.. IV W O W Y Z O -J .01 O W CO -i 'a N 01'01'35" W W CO 0 . O O * S 23'14'58" W S 90'00'00" W W ? DN -0 W W ** W N .WO 0. , c0 S 44'48'46" W S 70'54'35" W Z co o W7N * N 71'55'45" W c/) WW, W• .A F N 46'56'56" W Z V Vc-a• gig*n*mmi*m WWW OOn O W mN AO co CO x z 00 DO N Z 041C0P0 0N-' 0 Z O Z 00 to O Cn -P..1'1'4-NWO s W V NV Cn CT W s S 35'21'38" E 00M W *fg W W O -O` . W S 10'32'02" W W 0 Nc- **m* W 0 ANN-=O O W N - p Cz0)a W 0;a C W W. V- pNON Os :mm*mmmmmmmm W OONVl Mc WWW Wa P 0 O -0p W Z 0A Z J W O O Z ooO c.1. . O W OW N O Z AC17D0i to Z 0WA0 R1'N CA�AfOa W cCCAOo 0P C7a BEARING OW pi, WCC70 W 284:60' N-�(WO ?c0 WNtNJCGWi�cOD 273.77' co-W.O co , 170.27' 251.72' -� • W Off? W N V Oa ,P —N Co.. N. 253.64' Glm • W N�C�O�W i+ V •. CO •W 2N ••N 4?O N.p WN CJO '401.-1 COQ CO • P j T 120.17' N=80 CA .Wp mp c�004ViN�NQC�O_ W W W V - O 01• OI NN. NN V Co 294.84' 41J. c00 fD O 205.06' al Cn t7i V co tNN W"N W.00 RI Z pi © SET NO. 5 REBAR AND PLASTIC CAP, L.S. NO. 28643 O r 0 8 Pzi 8 � C 0 rn 130 dVPV TI , EXISTING EASEMENTS, EXISTING ROADS/FENCES, & LOT 5 DETAIL 0 1�+�r 10 VJ I co W n O 0 CD op VJ mm - - corn Op to rn-lw pmm Com? I O "' 5cn • Z 9 r m Z DWm0O zmmon 'nOAZm Cao O OCnNn KZTrnO o 0 z Z N C A M '"1 -0 0 o 0 Z Z mo zz 0 O o m K 0 Z A O 0 i Am0 O0D mN2-10 =1Am Z m y K oWzco A zgzmc SOK- =gym< mZfnlo Z02— o -1Z> co 0 V o Of 0 -..--. Cn-P o 0 W 0 N 0 �."'-Oo0 -a0 0 o co n OJ> 2 0 n V0 COD n 000 o 7 0OJD 2 0 n O0 oo m0 (n-4 ooo OOO oo I CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA CURVE TABLE N or EO 00) am* O coo co CO 1 0f -)' w v cn 4° • V coLn . (n . O0 (4 ia m al Cn V+ ONE to N co (-• ia (0 N) O co 01W V 55.49' 142.73' O WO Ni,• (0 a W '1 OD 000000000a000 •OCD cm ul (,n(\t 8OC? O) 0) oiO .00D oiS-nn 000 0f "00N Co - 00o 000 Cn a cA 4. (A O A C 140.00' p00000000O0 b0000b0()Oo 00000000o0 N tt V -+ N CO (b (b O vi etc) ,p cQ E V c) co NI co N UM 0) V OO � co C) CO a,CD COV 0) 4 104.75' N (00 (n a COC W O L_ 63.30' W CD (0 m 'L'_ W co) of N N V Ot 4). N O N N O N W m P CD w O N (D Co a (Aa) N) ((A 0) _ 4 N NJ O : N --' W OCf m co SO co ". CP - CCD .Oti W N Ot -P V O 4P W W Uri W CO (0 N N .ON, (n W •CVD m --. N 0Cf CO V cc) V ca O rf OD W Ut ? W ... -. is Cp (,1 V• co. CO OW) a co ' p0 (0 W CJ V) Cocn rii O O S g Z OW (A N CO t V) 0) Ni P -+` --+ t rn I N 60'04'00" W Z (o - O 0t r. rn V) OV C W Ui -+ S m N 5119'24" E Z co CO(fin` W O S S 06'32'39" E (n co Cn . rn I S 07'46'28" E C rn OV CoCOco0f Ni -+ S m Z Cn O to S g z .p . rn Z (0 O O S g C N 01 N M S g S 06'16'45" E S 73'29'32" E N 51'39'54" E S 44'17'14" E N 66'21'07" W N 15'33'58" E I Z W (0 -P CA . rn (n CVD V N CO rn co 0 O O 0 al 01 W Cn-- W y W Y CDN 4 ta0 W (0 0 -+ NN Vs co W W O (A O Ch (Jr V ES co 0 4 (0 sr. I 4925117" -.1 1J a UT co. COONWN-+cnvW CZ N 4: co '-` (ll O 0 co N Ctf hi N a -:C.i 0) 0) 1 (n C0 N (.4 (A N W WOWO s W co WC co a) �' al -2 4 .Li ,0p co V (n W C,i'61 0 V .p s co V N 0) Cd (A V L257 r- N 0)(Cna rrr N N N W I L252 rr N (;O N L249 r N 00 I L247 rr N O0)(.11 N I L244 rrrrrrrr N WNOOCn N (0 0) 0f I L64 O W m NCD C I LINE LINE TABLE V) O0 Cri rn S 02'44'52" W ZV)Z Co NOW. °I. a:* V CA CCo04 pCP mrT1 V) 0 S 65'32'35" E S 48'57'48" W N 7828'20" W CO - or CO CO Co'"'N Om rn S 77'36'10" W S 67'33'43" W Z -..:(0 W'm QO mm Z S 72'56'46" E N 45'00'00" E N 52'32'23" W (n(nZ 0) on a of mmm O - O O4( Z -4 S 88'54'40" W I co m z 0 4- 0) W 20.72' -P N NWP Cn P O) 0) oiO .p .."4o 5.56' I 0f "00N -P -P P -P Cn a cA 4. (A O A C (0 N CO.C O (o N tt V -+ N CO (b (b O vi etc) ,p cQ E V c) co NI co N UM 0) V OO � rn Z S L523 (rn 0 (n N Cocrit O -• EO Crit --3.N Co LINE LINE TABLE co C Z S 88'26'09" W Z I_ N 88'26'09" E 115.03' 0 o O 0 FO (,1 0) W Cri W cr xi Z _ . . 0 mom* N O N N O a z 00000(.. 0 000000? S c oo M ,OL,tC.LO N ,99'1692 3 (,0L(frC.L0 S C 0 g mzo p� i°< co Ez NDp a C114 0 !c +rk r © C167A n my o 04. ft• pi rrt >M1 M o yR 'i ( ETrI w ' F \ mss • CO I o ` Gam¢ 0,W Ca -I a \ "''i. N47 �.. I g 01N S 00'00'00" E ` `" 252.37 _ reil 2'9 r O ` `o ' V S 00 00'00" E 217.99' \\ p. iol O+i ra \ \a \ N�a� V n�� zsa� _/ / (D/ 01 / I Cm co N p ?Iw ';hh/J j�(p \ ,^^..W ' "ILI ill r- a a O •3_.% a_.% N100 5"F 1173• I 107 'ONINNIO3B JO 1NIOd ,96'69L A 111 0 (A V Col 0) L315 CA A 04 (A LINE LINE TABLE Zz(n(n co tall W ?CO *ggm -4-J a) � aDe cn a S15'44'17"W BEARING I.._....115.62' 115.03' O 0R. oal (A N LENGTH INN A ) ND -t 0 (nZ Z A I IV-1g a a o 6 e 111 Pi � " qN lb e,e O 141M n�A y v O a N0 mk- m T.1 zmm A y o -< w oc m O m� A1_r z 00 T C O z 23z23 o rn 0` ( 0 xr N 0 0 0 z C1 K) 0 m m 0 0 0 S AND THE BOUNDARY LINE DESCRIBED IN THE AFFIDAVIT „6g,170.1.0 S in co C C) OZ -<0 ym -i 2 x mm 0 0 -1 A 2 N '86 ACO 0 n 2 N �(�(n Z z(�+ Ski? V z 0 0 ,>}>y m ‘,o,3% ' Z r '45 N W >Z 4 mr 1 G) N+Zi om » m�@ C.: A w m m m m -i C m 2-,1 l Z r 2A y< mzCO zc CO V amy y0c 01 7z (Z) m > O moo D Iv omo C) `b' mO O MZ°°' 3 rmz 0 VT yy• :? x +V my M (fTr1f' !11 0 i > -1 Zf ppp2F y0 (m "} omm m O0 r'j' Co "1 • o co O n' m z O -1 A M 2 0 ZZo 0 0 zm rn "1 >O C < D Xi Z co moi T ~ D a O O A 01 m A y Sma x > A m O a ro D> -1 - (n (n A to �' 0 o A 0m 'o O co T D mo m ^-.jS> 0 > > y Zm z o O P ig m p 0 "1 T <0 0 2 N > m O A 2 T y m zz 0 o,0 O m 00 co o co g XI mA m 11 O TA Z A na m N O ti co T co D TO -mi 0 ti O 0 0 NOIldI a,51 M m m m M l NO lap co oz a > 8 ; THENCE ALONG SAID BOUNDARY THE FOLLOWING FOUR (4) COURS RLY BOUNDARY LINE OF LOT 25 OF SAID ASPEN CRYSTAL RIVER ESTATES N88°54'40"E, A DISTANCE OF 170.00 FEET TO THE POINT OF BEG ANGLE OF 131°51'07' (CHORD S78°1730'E, 91.30 FEET) TO THE m 1N3W3SV3 n a 2en aoSN O-' (Om www w m a O r�� a z -S m' m m A O 0 00 m an a A n C m m O o > Am 0mco T a2 O Ox x O r N T 0 N > p o aC O O a � N g O o m Z -4 -, m Sz O o m> Mm bo < D r C Z C)) 0o 0 O m T rr11 O O m mn o 2 N ai 'o co Z O z cro rn 132: G} T 2 A m v4 (n m m r- 0 Co 0 0 O r C) W C) N (7 C W co 21 V Co r Z 0 (b 0 O O O 0 O O 0 O 0 C Cn N O O N O rn z -1 W 0) a V A s 0 O co m D %T) Z O N A Cn CO Ni N 31ed1 3A el n0 0 0 I 00 C C 0 0 (1 ,'may >m Z► co GO 22 m r m 00Q � � rn m H -1 0 0 II co0 x] N O Z o -aa m a MENT N00°00'00"E, A DISTANCE OF 252.37 FEET TO A POINT ON THE CENTERLINE OF A 40 FOOT WIDE ACCESS AND UTILt z 0 so OZ w o ooy w y4 Z a Z 2 A m O oa =OA �zt� y C)a T=m z zip 0 Mo - mO o wmorr oA >r'r 0-10 w�y 2b AC (Ni' M < < O O 11 (')ZOt> O Z C rn S,rs'0tmz Z A < O z 0 c Ty aomaA C o m Z Z O O O Z m AT D Co SOIm r0 co w o m 25C (n 00XAQ 0a'AmO CD co reg mti aD'oy0 (n <>m oa=0m 0 m a pmWp z K o 0by 0 D V F N ZNZ�' r O m Z -mi 0aaznm =oa<m ya y a Z < m T > Z 2 Z O A-1m~(� o W 0 m 2 o a a c z m < C)zwem Z < Z i 0 O n m . DX 0 2 _Immom z000m MZD mD Co A�<0 0 mbot30 w -210 Ax mZrn I11 o A 111 Ty Rip..DDy o m m r-mN z m m m0 mt moZz< SOmOz 0 n r ' m OMTWO NwZoa mi'NCOoO •r gO 2 <<0 0 0w >C COa (n 1Ao T OAn1m- 2 Or O y m Z > K W n n Z pnny00 N o A Z m AC0W.. 0ZD mmn 0 0 S Z A/ A - v0 0 0 0 0 z nmNzc� o0m< 21o'o 21 m K n 0 mr ± c nth 00In SIN H 0 ON0 _>cmZ O r n z rel I N K owzco A Z0Zmc O K N rri Z r OPZZ0 ZQ-IZK oK .< m m mzmn z >>>rD 030 m 0 > z Z r z 0) r- a 1 S 00110'19" E 17.11' y \/ N A N £Z1 C rn I- II SIV m Z 0 CC-) co rn 0) r G o 100 V)1 n �� it g0.' / N' Nod u� Cxnc r ETA ( / rnmQ w oN a 6 4, g°/ 99eti5_ to; f vai 1311 ooS�Z tiP/ 7:NO3'37'167E 319.60' tyl: O 'i W j S03•37616 404.09' s S. ,£6'91 LOi7T 90n N 00'3619" E 1637.94' _ —3 00,6119°--W 1121.6 £79 148 417 r O 30 9 9021 2121_. r O -i z 9£,ti0.4OS ton a 1201 120 CENTERLINE 40' PRIVATE ACCESS & UTILITY EASEMENT 1\7/4 NI "--„.„--„,,, N K O Z'O it 0) o o cs) m �z M c Cm r w pp15 mx03 to ma M� Zm �� ib V� r r N N ha Nrs r.#..N O / ha / N 0a ND'' .ra : b A 03 it r 3 5iz n V AI I 0- 5 1 Z6 6b 4Zv1 it: 0 8 G G Co tit C N 116 GO 413 2� \ v 141 0 A 21 N 0 ti 0 ^i 1. a 000 A OJ a Oa)Cal, L404 I .prp W N-. r� r ON-' w_ w w OCO w I L308 W N W aaj W COI,4 W L303 Crie N W -4O W G L241A G -OtW00'W: N N N W ( L237A G V G CON G N G W N N-.O(0ONO N G G G N L227A G J L226 L225 L224 G WNNO,O G N G G N OCJ N N Ol N Cn N_ P N W N N-•O8OOC N _N'N G G OV N 00f N (07,A N W N N4O0� N G V 6aN? W N-• N (TI G L23 N N-•O,O N N C10J r r O>N r r P r W r N r- r O -r'm r' UNE TABLE NN.NNNU1 OG'00N V.. CJiW -.�G`ODOto rnmmmmmmni J W a O .gyp a t0 O W x 4. O) -C 0000 a W -; P a ZZ 0 ow Od tDO �"a. 'P (N W NN C00GO -40w Ohi -N UWi x'y mmm�ifrnEfl Z Gi V Of x Z W N Iv CD W a NZZ Cn V .f0 V a W N N4+N W?.'v1J s 0 V -•0 i Z W N s zN J-' Cn a W W a 579'30'54"W Nz O NCN CO ANN Oa mmmr*i V t0. O(n �a NC/ N0O P tji W W .p .p W ww O W O) -'.. t0. .-C OWi n1 NN 0J N WV CT O mm O W 'p' N 966'41'291 www CA N tr NNN OOO NN mnmfggggg*ggmmmffrS to N W 00f N W N ZZZZZZ 0 W�'. t7,A M tll N .Is O1. e 0 t0 (T tJl Oa4i C s CD W i+?-=t!t CO.. CA 0 W .p t i CO N W GiON O Z V P -: N Z CAa Of ?'x-_131 -.P.1-4-4-4 .NJ W Z O W. 0 CNNN W CO CJOO-`W .P W t0 V , s W t0 V.O.-:W .P ZZZZ W.N 0. W: Oi N 4i 0. N O W *- 4. W .p O� I 558'29'49"W NN 0 03 PS mai WO fl V N 982'32'01"W wow a.P N ? N?f1U .P ?. *:<c Cn PC;r to P N V .P t0 now 01 0) X'tTNNJ W 00 [fin NO Ot7i a *MMM t0 C a Co00 tD N. C =: N W W t+ W 52724'31"E SiI 8'S8'24"E N ONNN N 01,P—-0. to-+ 10x mmmm*mmmF 0. 'P1•. W �NC Na NN N O WN O 0 Cfi O W fn @ NN O t7 W .p�O O O W 1 N57'53'26"E S21'20'07"E W w co 4. -. nmmr+i Z 0l CO ZZ W a dN0 C) t]1x. N s V N N42'49'29"E Z C00 ,P N O m N O w Cil c. £ S 77'02'58" W NN N Cn V co 0a mm W to nj -+ W 0) I S 19'22'18" W rI7NNNNNNN W t0 O.P W ti O ****fm*f NOM ONa+CON� trio C% W?OOa N 00-.0-. W Cl 0 ".p O N-. t)i Sn 0%'P 4. tT W I S 17'09'50" W N O 0 0 m S 26'20'35" E N @ONp J N O a.M. *rri Co N M m D Z 0 N poi Ma O �ON:CO -.N0 Of op -•to W. 203.37' NCn N Nto CO W• CO. r.,IN-+ .. NOtD OtiOO Pa 114.90' NCNN fd O0000ON O. W -..O W O 01 N OI N: W O ON N t0 W O CI rD " 0 t0O9 O P . -. Cn . 0 . a A 0 160.32' I 8.11W J NOCN11 A N . 204.34' MO co Jt00 0? ? 0 W {>OCNnm a C0 W J AO70 la 00 . W a W Con a O Umo N04. W V? ;P P OJf OS fO CN/1N O>i+ P V W W OD A {• JN 0 74.76' I A? W W 0> 00iN -+J P'— 40.57' m N NCA*CON W J 00040 W Nt00 N 210.28' .?P 040.-4 C00` O cn W .0p` I 280.28' f Oo r0 O 63.82' 1322.83' ? Na W. NJ p N. P .Np`O -+JJ P J CWn W 00f W to �: •O:N t0 t/� C0P010,p ' .. JV _ .0p _ O W W. W -J. 0Vi 205.92' (11 '.• CN0N N 222.30' OpJD f0` I 294.84' t,)2 p . G7 0 0 n C rn J m (a 0 co N 0 N O 0 0 O D C C to a 0o- oa 0 D G) m z a rn t0 N o n 2 0 N V m 0 4 (A CO m D Zl z t7 CO Ni Cl! 41, V 1 t0 hi I C m r D Snarl 3n8n0 N 0 O 0 z� 0 z > rn o 2m co mrm> t oz m-lcn p =m M n O Z O ;9 Zi> � 0z d Z 796 / KMDDZ >01- 010 A 2 r00 0 0 O m 0Z a)o 0 xZNca mK p0 OOOOZ Dm0ZCJ m 0 02 0 -ZOO OIm 000 mr zxn cmiA 0 Noz <n ZKON ZAO m zC 0KN a i Cn C7) m mZ C) m z r r C.) 0 rI 0M0 i031V108-60 0) 2 (n O O) r-- di a ft ��Npl vw 7/ Jf� 947 , L L'961 tni 3 «00,00.00 N 175.82' N W V Z IW Q g Ip N M „00.00.00 N ___ ,t£'604 2 Is r -x 2D m 047 Ir 3 „00,00.00 S L*7 3 97 99'492 ,OL •9£9 ,40•L92 co W en co cit • 47 � „01,4£.10 S :h 13143SV3 HO11Q VS3411 1SV3 Orrrrrrrrrrrrrrrrrrrrrrr • ---40) O• -4-4-L-4-a-400000000O th . a 01 W Na -a --4044303--40) th a W 0 N O -a O O W W W O cW -40401 O W. e L494 1 rrrr.rApr.rprr.r.pp : 'W N N co -+ W 0 fb t0 C0 O 0 V Oq O) OBD: O W a I L483 r.r.pp 0�0 N 00: -a .r.pprr 00 0 V: W N CO I L477 L476 rr N th V 4 L473 L472 rr.rp.r{parrr.rprrr,r,pprrrrrr V. -• V 0 (0 O) CO Obi NCO Off W th. O1 ?. W.:N g -� Of 0. 0000000 to ' Co V 0) 0 th is L453 rrr- 0 N CT .-� Ct1 O rr- A W .4p co rr ? --401 ? r.rp. $ th ? 3a rra ? W I L442 r- ? .-a L440 rrrrrr- W W -14444- 00 W N W. 0) W O W a rrrr W W W N -. W. 0 rrr N W N W N N L426 r_r_ 0 00 0 J CrJi (rli N trl'� O •rP W ' L48 L47 {r{.a O) ? W A W ? N -rr' O W �p L7 Orf. lrT (ri+ Z Rf BOUNDARY LINE TABLE N8022'44"W Z OOtb-•N•P co •fa N a4 p t/f co N O 333333333 2 — V .. N-•.{: O 1n CO O . c0 O `L -W+ p0 Z CCA Of N3 Co Z W CO {a KS N Z d 00' A W? Z O) 0 W NS Z W No criW N S74'09'43"W ZZ NOD 4 V. 0i O a Of V (,j P n S2017'45"W I Z 0f N NS (, N a 58817'47"W th th? O hucc 00 sass Z .40 V 0 w co N -• o N) _. � a)O—`(J00Ui.,pp.0 0041- Z .4N) V 4:01N5 a t, co •OP a U) 0) N -0. V a¢ th W co g O) Z W co O O sat Z t1 O V co Z V 0 N (hA t9 Of N W ma 2 N N a j N35'40'22"W ) 2 .a 3 -1.4‘2""44.-4. O a ZZZZ W (0 W V a -•04.0 N N 0iN O0 a 3 -o a W 4 . -s0) a 2 0 c$ a N2245'06"W Z -• 0) CS f)D -+O N a Z W.{b, W CN O) W s Z 0) V W..Uit71 000N a Z 01V N N W s Z O 00 n N6416'20"W Ztn 00.N0)00 aD 4i :p 0th s '; N W ci a Z W Oa'tV O -: -•-• a Z V 0f) .+"N a Z V 3 V 0)000 a Z t1 0) GS O W)JN--t* a Z )-400 C1 i: V a 0 Of C'j. ON W s z O 4i as a Z Nt00){a N ..pl. CO W x W N (.W N t1 a tO N UI W W a Z N C3 N O:? O.W a Z N 4a 1S O) s to V cO OO Cb NUi0tti NNN a Z 0)00 tfi •P N a 2Z •-. Gi 00: a th0f pc •P ED V a Z W -� C1 A-+0 W n Z N 073 -i. V: ON.NO a O V 0 Ai V: a: Z 0 N 01 W o-. Z thu 001 4i N ti s Z c,i 4 jy a Z .0.. p a r N2440'20"W -.._.- Z N U t.3 ? OSP V a Z NONNN "• th V??t a: Z 0 W (lith a Z "• d , n Z V t1 '-zein t1 a¢ Z ha LV o M Z WW 0f. {.pa� 0?:. W s Z W P W V a Z 00)0 0) ..pp O Ni: 00 s Z N d N s Z 00 4u 00 W a Z th CO N W O W a. N68'47'39"W Z ONth fO N W i:?-N,P 0aa a Z N ON % s Z W (w N O) z Z N5O� N --= V a Z th (P O W a Z 0) 4i N PIV W a 2 N t3 tD O)t1? a Z V 01 tl'' fO t)i0 a 2 N0 0 •d tfi: •P.O a Z 0 0a O rn S 89'08'49" E W t3O t. t f N.Op �� N 'P m Z 0 u, m Z W--' -• 4: t0 N a m Z W 0) t1N N a Z V al t.i N a S 8818'36" W Z 00.010N ti ? �-. 0 a N V (A 0i -• a Z d : W 0 a to 0 o O 0050 0 a Cn W -t ?O 00 a **m* N W 0 Oa 0 a t/f N0O 0) t i O y W N 0D -t N a Oa to d +P 0 rn I N 8814'40" E Z V V 4i O) 0 m I N 8931'10" E (O ow 0 -L WOta N O mm Z 4. tP —Z N w y+I D ll 47 OO 35.00 O OVNhOO W.VOD 5n Of NVt t OO W y W . 1�N_ V 00 V ?NNWN CO • VVOtOOOcpON . .OWV� CA 0 OyN ej W WP WOVNO �+?NW�NW'_OWVoO000WNVWW_0OW 120.50 Nth -WN O0O0+J hAOV � @cpWOI0NJOO0?VChWO WANVONVV cp,-+ O W ?VOW i OWWVm W OWWV0WNVWVNOOWVWONmWOOJ rn 1pnODO.p - W CA CO OW (j p O CO A Oi --4)-4 W Vp ND so � N0Oo ?tOW1 OO 1 114.88' WV C0-4.0". -4C0 170.27' V 0WON0V ] 294.84' m V O Oi 1 t W !m N>45'vO 2W0OPN•PO m z co) Q m rn 1 0 SD m z m so z