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HomeMy WebLinkAbout901440 .84 BOOK 5 6 ~kgpAiSh;~'': RECEIVED LINCOLN COUNTY CLERK ROADWAY ACCESS AND UTILITY EASEMENT TOM PEAVLER AND KELLY PEAVLER, HUSBAND AND WIFE'! ~N~T~RS.;~:6'ftEili6bln County, Wyoming, for and in consideration of TEN DOLLARS ($10.00) and other good and valuable consideration, inhand paid, receipt of which is hereby acknowledged, CONVEY AND WARRANT to CLAY PEAVLER AND DIANN PEAVLER, HUSBAND AND WIFE, their successors and assigns, GRANTEES, whose address is P.O. Box 203, Aflon, WY 83110, a perpetual non-exclusive thirty foot wide roadway access and utility easement to be used for ingress, egress and utility purposes over, under and across the following described property, namely: That part of the roadway, access and utility .easement described on Exhibit "A" attached hereto within Tract 1 as disclosed on "Map of Survey Pearler Family Exemption SE~ANE'A, Section 29, T32N Rll9W of Lincoln County, Wyoming" filed November 18, 2002 as Instrument No. 885669 of the records of the Lincoln County Clerk in Kemmerer, Wyoming. Together with the right to constrUct, maintain, improve and repair the said roadway and utilities. Said easement shall be appurtenant to Tract 2 of as shown on said map filed Novmnber 18, 2002 as Instrument No. 885669 of the records of the Lincoln County Clerk. Hereby releasing and waiving all rights under and by virtue of the homestead exemption laws of the state of Wyoming. WITNESS our hands this ~o~? day of STATE OF WYOMING ) )ss COUNTY OF LINCOLN ) foregoin~g~nstrument day ~im~s~ ~ . ~ _.::. (, ' Lin~in ~ ~oming ~ ~y~ommission, p p , My Co~ission Expires' was acknowledged before me by Tom Peavler and Kelly Peavler this p . , 2004. "-'/~"~ ' / N~)tary Public 1~4:43 FROM:NELSON ENGINEERING .,6 ..... t'..~ 4l?g P.8'G LEGAL DESCRIPTION FOR AXq ACCESS AND U"gIL~T~ F-ASZ~Jq~ A strip of land located in the SW1/ANWI/4, Section 28 and the N1/2 of Section 29, T32N, RllPW, 6th PM, Lincoln Wyoming, being a portion of that record tract in Book 305 PR, page 577, in the Office of the Clerk of Lincoln County and being 60.00 feet wide, 30.00 feet each side of the following described centerline; Beginning at a point on the east line o~ Said Sw1/4N-~ri/4 of Section 28, S00"39'39"E, 150.12 fee: from ~he northeast corner Said SW1/4NW1/4, Thence S?8*50'10'W, 52.42 feeT; Thence S70°16.13.W, 373.06 feet; Thence S63°11,45.W, 156.45 feet; Thence S50°51,16.w, 154.34 feet to a point of horizontal circular curve to the right, southwesterly, having a central angle of 31°17'04", and a radius of 175.00 feet; Thence through Said c~r~/e for an arc distance of 9S.55 feet; Thence S82°08,20.W, 111.90 feet to a point of horizontal circular curve to the left, southwesterly, having a central angle of 61"13'39" and a. radius oX 100.00 feet; Thence along Said curve for an 5re distance 106.86 fee[; Thence S20~54,410, W, 101.39 feet; Thence $31'16,16,W, 102.25 feet to a point of horizontal circular curve to the right, southwesterly, having a central angl~ of 51°39,19- and a radius of 100.00 feet; Thence along Said curve for an arc distance of 90.16 feet; Thence S82°55,35.W, 64.~7 feet to a point of horizontal circular cul-ve =o the right, northwesterly, having.a central an~le of 69°54,29.. and a radius of 50.00 ~eet; Thence along Said curve ~or an arc distance of 61.01 feet; Thence ~27°09,56,W, 74.45 feet to a point o~ horizontal circular curve to the l~ft, northwesterly, having a cen%ral angle of 75°20,37. and a radius of 100.00 fee~; Thence along Said curve for an arc distance of 82.10 fee~ to a point on the west line of Said SW1/4~TW1/4, which point lies $.00"30'3d"E, 6)3.30 fee= from the northwest corner of Said SW1/4NW1/~; Thence continuing along Said curve for an arc distance o~ 49.40 feet; Thence S77~29,27,W, 113.29 feet; Thence S69°17,21.W, 95.45 feet; Thence S82°37,26,W, 134.44 feeu; Thence N85"32'13"W, 76.00 feet to a poin~ of horizontal circular curve to the right, northwesterly, having a central angle of 51°19'03" and a radius of 200.00 feet; Thence alon~ Said cul~ve for an arc distance o~ 179.13 feet; Thence ~34°13,10,W, 67.48 feet to a point of horizontal circular curve to the left, northwesterly,.havin~ a cen[ral an~le o~ 60'50'55" and a radi~s of 125.00 feet; Thence along Said curve for an arc distance of 132.75 feat; Thence S84°55,55.W, 198.52 feet to a poin= of horizontal circular curve to the right, northwesterly, having a central angle o~ 54'25'34" and a radius of 150.00 fee~; Thence along Said curve for an arc distance 142.49 feet; Thence N40°38,31-W, 85.71 feet to a point of hozizontal circular curve to the left, northwesterly, having a central angle · of 27°56'34" and a radius of 250.00 feeu; Thence along Said curve for an arc distance of 94.33 fee~ to ~ a Point on the west line of tho SE1/4NE1/4 of Said Section 29, which lies S00"08,11oE, 392.5~ feet from the northwest corner of Said SE1/4ATE1/4; Thence continuing along Said curve for an arc distance of 2?.59 feet; 5: \l~r~j2000%0$~-L\clc~cai%rod0¢k lu9ai ,~"acri~cio~ ~ia ro~dfw~ T0:1~0788~3-~81 Thence N68°35,05.W. 207.97 feet to a point o~ horizontal circular curve to the left northwesterly, having a central angle of 20°32'33" and a radius of 300.00 feet; Thence along $~id curve for an arc distance of 107.56 feet; Thence N89~07'38,W, 161.67 fee~; Thence N86°l$.50-W, 167.32 feet; Thence N77~lS'53.W, 94.54 ieeE; Thence N70"15'01'W, 114.68 feet; Thence N61°08,22.W, 163.23 feet; Thence N65"37'34"W, 136.86 ~eet; Thence N75"ll'47-W, 128.53 feet to a point of horizontal circular curve to the right, northwesterly, having a central angle of 112°28'40' and a radius of 65.00 feet; Thence along Said curve for an arc distance of 67.87 feet to a paint on the north line of Said SE1/4NE1/4, which lies S89°58'26"E, 48.47 feet from the northwes% corner of Said SE1/4NE1/4; Thence continuing along Said curve for an arc distance of 59.73 feet; Thence N37"16'53"E, 114.34 feet to a point of horizontal circular curve to the 1~, northeasterly, having a central angle of 59°00'24.. and a radius of 90.00 feet; Thence along Said curve for an arc d/~zanc~ of 92.69 feet; Thence N21"43,31~W. 98.51 feet to a Doint of horizontal circular curve to the right, northsazterly, having a c~ntral an~le o~ 97~55 05" and a radl~s of 90.00 feet; Thence along Said curve for an arc distance of 153.81 feet; Thence N76~ll'34.E, 117.05 feet ~o a 9oinz of horizontal circular curve to the lei=, northeasterly, having a central an~le of 49°21'27. and a radius of ~50.00 feet; Thence along Said curve for an arc. distance of 129.22 feeK; Thence N26°50'06.E, 86.~7 feet; ·hence N38"26'10"S, 133.01 fee~ ~o a point of horizontal circular curve ~o the left, northeasterly, having a c~ntral angle of 77°06'27" and a radius of 75.00 feet; Thence along Said curve for an arc ctista]lce of 100.93 feet; Thence N38°40,17,W, 183.29 fee~ ~o a point of horizontal circular curve ~o the left, northwesterly, having a central angle of 67°37'65'' and .a radius of 85.00 feet; Thence along Said curve of an arc distance of 100.33 ~eet; Thence S73"41'57"W, 68.96 feet; Thence N89"35'30"W, 174.88 ~eet uo a Doint of horizontal circular curve to the left, southwesterly, having a central angle of 39~26'54" and a radius of 200.00 feet: Thence along Said curve for an arc distance of 30.88 feet' to a point on the wes= line of 5he NW1/4NE!/4 of Said Section 29, which lies S00°04'07"E, 300.48 fee~ from the northwes~ corner of Said NW1/4NE1/4; Thence continuing along Bald curve for an arc distance of 106.82 feet; Thence $50°57'36-W, 78.11 feet to a point on a horizontal circular curve ~o the right, southwesterly, having a central angle of 81"51'24. and a radius o~ 60.00 feec; Thence along Said curve for an arc dis=ance of 85.72 feet; Thence N47~li'01-W, ~9.35 feet; Thence N35°lS'30-W, 217.74 feet; Thence N43"36'23"W, ~4.48 feet to the end of this description being.' a "Y" in the road, which lies S70°01'50-W, 6ff7.83 feet from r. he Said northwest corner of said NW1/aNE1/4, as shown on that Map of Survey recorded in the 0~fice of the Clerk of Lincoln Cou/lty as Map No. 393C. The Basi~ of Bearing for this description being Geode~ic NorEh. Michael L. Minear Wyoming PLS 4269 Nelson Engineering Project No. 00-077-1 July 5, 2000 P. 3"6