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HomeMy WebLinkAboutORDINANCE 24-820 0 ORDINANCE NO.24-82 AN ORDINANCE APPROVING THE ANNEXATION OF CERTAIN TERRITORY TO THE TOWN OF ESTES PARK, COLORADO,TO BE KNOWN AND DESIGNATED AS BEAVER POINT SECOND ADDITION BE IT ORDAINED BY THE BOARD OF TRUSTEES OF ESTES PARK, COLORADO: Section 1:That a Petition for Annexation,together with four (4)copies of the plat of said area as required by law, was filed with the Board of Trustees on the 9th day of June,1982, by the landowners of more than fifty percent (50%)of the area and owning more than fifty percent (50%)of the area,excluding public streets and alleys,of the area hereinafter described.The Board,by Resolution at a special meeting on the 9th day of June,1982,accepted said Petition and found and determined that the provisions of Section 31—12—107 (1)(g),C.R.S 1973,as amended,were met;and the Board further determined that a public hearing should be held on July 13,1982,at 7:30 P.M.in the Municipal Building for the purpose of determining that the proposed annexation complies with the applicable provisions of Sections 31—12—104 and 31—12—105,C.R.S.1973,as amended,and is considered eligible for annexation. Section 2:That the Notice of said hearing was given and published as provided in Section 31—12—108 (2),C.R.S.1973,as amended. Section 3:That the hearing was held pursuant to the pro visions of Section 31—12-109,C.R.S.1973,as amended on this 13th day of July,1982. Section 4:That following said hearing,the Board of Trustees adopted a Resolution determining that the proposed annexation met the requirements of the applicable parts of Section 31-12—104 and 31—12—105,C.R.S.1973,as amended;that an election was not required under Section 31-12-107 (2),C.R.S.1973,as amended;and that no additional terms or conditions are to be imposed upon said annexation. Section 5:That the annexation of the following described area designated as BEAVER POINT SECOND ADDITION to the Town of a C Estes Park,Colorado,is hereby approved: BEAVER POINT SECOND ADDITION to the Town of Estes Park, Colorado,a portion of the Soufh 2/2 of Section 26 and the North 1/2 of Section 35,Township S North,Range 73 West of the 6th Principal Meridian,being more particularly described as follows: Commencing at the Southeast corner of said Section 26 as monumented by a G.L.O.brass capped pipe,with all bearines relative to the East line of the Southeast 1/4 of said Section 26 considered as bearing N01c40?391W;thence N89°20’02”W a distance of 762.00 feet along the South line of the Southeast 1/4 of said Section 26 to the TRUE POINT OF BEGINNING:thence continuing N89°20’02”W a distance of 616.06 feet to a point on the centerline of the Big Thompson River;thence Southwesterly along the centerline of the Big Thompson River (the following eight courses and distances are resultant chords between points on the centerline of said river);thence S05°34’37’E a distance of 348.26 feet; thence S65°40’13”W a distance of 562.67 feet; thence N89c3V36hW a distance of 220.62 feet; thence N74°28’57”W a distance of 229.91 feet; thence N66°41’42”W a distance of 258.95 feet; thence S35°4P58”W a distance of 285.90 feet; thence 507°53’34”W a distance of 216.87 feet; thence S84°01’IOTtW a distance of 229.14 feet to a point on the Easterly right—of—way line of Larimer County Road No.67 (Marys Lake Road);thence the following two courses and distances along the Easterly right—of—way line of Larimer County Road No.67 (Narys Lake Road) thence 86.84 feet along the arc of a non—tangent curve concave to the Northeast,said curve has a delta angle of 08°1913”,a radius of 597.99 feet and is subtended by a chord which bears N19°33’45”w a distance of 86.76 feet; thence N15°24’08”I7 a distance of 556.85 feet to a point on the Southerly right—of—way line of U.S.Highway No.36; thence 129.84 feet along the Southerly right—of—way line of U.S.Highway No.36 ana along the arc of a non—tangent curve concave to the Southeast,said curve has a delta angle of 05°l8’lS”,a radius of 1402.50 feet and is subtended by a chord which bears 575°26’32”W a distance of 129.79 feet; thence N17°12’35”W a distance of 60.00 feet to the point of intersection of the Northerly right—of-way line of U.S. Highway No.36 and the Southerly right—of-way line of Larimer County Road No.67—W (High Drive);thence N06°il’48’E a distance of 60.00 feet to a point on the Northerly right-of—way line of Larimer County Road No. 67—W (High Drive);thence N83°48’l2’W a distance of 298.84 feet along the Northerly right—of—way line of Larimer County Road No.67—N (High Drive);thence leaving said Northerly right—of—way line N06°lE’20”E a distance of 170.02 feet;thence N 13°05’20”E a distance of 354.90 feet;thence 589°33’40’E a distance of 50.00 feet; thence S50°30’46”E a distance of 468.96 feet;thence N00°40’40”W a distance of 191.06 feet;thence 589°33’40’E a distance of 380.50 feet to a point on the West line of the Southeast 1/4 of said Section 26;thence N00°40’SO’W a distance of 509.57 feet along the Nest line of the Southeast 1/4 of said Section 26;thence S89°3304”E a distance of 300.00 feet;thence S00°40’SO”E a distance of 424.19 feet; thence S89°33’04’E a distance of 200.00 feet;thence S00°40’SO’E a distance of 286.53 feet to a point on the Northerly right—of—way line of U.S.Highway No.36;thence the following two courses and distances along the Northerly riqht—of-way line of U.S.Highway No.36;thence N59°28’22”E a distance of 990.47 feet to a ColoraGo Dept.of Highways brass cap in concrete;thence 507.25 feet along the —2— o 0 arc of a non-tanoent curve to the left to a Colorado Dept. of Highways brass cap in concrete,said curve has a delta ancle of )0©15’OE”,a radius of 2835.00 feet and is subtended by a chord which bears N54°21’12’t a distance of 506.58 feet;thence leaving said Northerly richt—of—way line S 40°46’21’E a distance of 30.00 feet to a point on the centerline of U.S.Hichway No.36;thence the followinc two courses and distances along the centerline of U.S.Highway No.36;thence 512.62 feet along the arc of a curve concave to the Northwest,said curve has a delta angle of 1015t06T1, a radius of 2865.00 feet and is subtended by a chord which bears S54°21’12”W a distance of 511.94 feet;thence S59°28’22”W a distance of 432.04 feet;thence leaving said centerline S08c00133flE a distance of 32.25 feet to a point on the Southerly right—of—way line of U.S.Hiohwav No.36; thence S08°00’33”E a distance of 250.00 feet;thence N59°27’12”E a distance of 326.90 feet;thence N07°32’33”W a distance of 41.96 feet;thence N68°09’45”E a distance of. 133.62 feet to a point on the centerline of the Big Thompson River;thence Northeasterly along the centerline of the Ely Thompson River (the following two courses and distances are resultant chords between points on the centerline of said river);thence N69°27’20”E a distance of 32.46 feet;thence 589°49’57’E a distance of 443.86 feet;thence S01°41’02”E a distance of 303.61 feet to the TRUE POINT OF BEGINNING. The above described tract of land contains 44.4 acres,more or less. Section 6.The Board of Trustees of the Town of Estes Park,Colorado,herewith finds,determines and designates that this Ordinance is necessary for the immediate preservation of the public peace,health and safety,in order to provide for immediate availability of municipal services to the annexed area;and,whereas,in the opinion of the Board of Trustees, an emergency exists,this Ordinance shall take effect and be in force immediately after its passage,adoption and signature of the Mayor. Máydr I hereby certify that the above Ordinance was introduced and read at a regular meeting of the Board of Trustees on the 13th day of July,1982,and published in a newspaper of general circulation in the Town of Estes Park,Colorado. C T%C 1 e r k —3—