HomeMy WebLinkAboutRESOLUTION 06-00C C
RESOLUTION NO.6-00
BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF ESTES
PARK,COLORADO:
The Board of Trustees of the Town of Estes Park,Colorado,in accordance with
Section 31-12-110,C.R.S.,hereby finds that with regard to the proposed annexation of the
following described area,that the requirements of the applicable parts of Sections 31-12-
104 and 31 -12-1 05,C.R.S.,have been met;that an election is not required under Section
31-12-107(2),C.R.S.;and that no additional terms and conditions are to be imposed on the
annexation.The area eligible for annexation known as “KIOWA RIDGE ADDITION”to the
Town of Estes Park is as follows:
A PORTION OF SECTION 2,THE NORTH 1/2 OF SECTION 1,AND THE NE
1/4 OF SECTION 11,T4N,R73W OF THE 6th P.M.MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 1,2,11,AND 12,T4N,
R73W OF THE 6th P.M.;THENCE ALONG THE SOUTH LINE OF THE SE 1/4 OF SAID
SECTION 2 N 85°54’22”W 107.19’,MORE OR LESS,TO THE EASTERLY ROW.OF
COLORADO HIGHWAY NO.7;THENCE CONTINUING ALONG SAID R.O.W.THE
FOLLOWING 5 COURSES:640.37’ALONG A CURVE TO THE RIGHT WITH A RADIUS OF
406.10’,AN INTERNAL ANGLE OF 89°54’19”,AND A CHORD BEARING S 80°26’33”W
576.66’;THENCE N 54032122M W 932.51’;THENCE 266.44’ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 623.00’,AN INTERNAL ANGLE OF 24°30’14”,AND A CHORD BEARING
N 42D17h15fl W 264.41’;THENCE N 3000’23 W 100.19’;THENCE 512.04’ALONG A CURVE
TO THE LEFT WITH A RADIUS OF 268.30’,AN INTERNAL ANGLE OF 109°20’52”,AND A
CHORD BEARING N 84°40’49”W 437.80’;THENCE CROSSING SAID R.O.W.N 49°21’lS”W
100.00’TO THE WESTERLY R.O.W.OF SAID HIGHWAY NO.7;THENCE LEAVING SAID
R OW N 72°21’58”W 668 97’S THENCE S 78°46’38”W 200 00’THENCE S 64°08’38”W
215 00’S THENCE S 46°26’38”W 230 00’THENCE N 11°12’16”E 1523 48”THENCE S
74°01’2T E 993.32’;THENCE N 32°44’22”E 220.43’;THENCE S 56c35128M E 123.73’;THENCE
100.58’ALONG A CURVE TO THE LEFT WITH A RADIUS OF 175.00’,AN INTERNAL ANGLE
OF 32°55’54”,AND A CHORD BEARING S 73°03’25”E 99.21’;THENCE S 69°31’22”E 685.64’;
THENCE 70.27’ALONG A CURVE TO THE LEFT WITH A RADIUS OF 70.00’,AN INTERNAL
ANGLE OF 57o31t11M,AND A CHORD BEARING N 81°43’02”E 67.36’;THENCE N 32°57’27’E
23.39’,MORE OR LESS,TO THE SOUTHERLY R.O.W.OF MARY’S LAKE ROAD;THENCE
ALONG SAID R.O.W.S 57°02’22”E 208.80’;THENCE S 89°31’22”E 165.73’,MORE OR LESS,
TO THE WESTERLY R.O.W OF COLORADO HIGHWAY NO.7;THENCE ALONG SAID
WESTERLY R.O.W.THE FOLLOWING 6 COURSES:17.12’ALONG A CURVE TO THE
RIGHT WITH A RADIUS OF 1196.09’,AN INTERNAL ANGLE OF 00°49’12”,AND A CHORD
BEARING N 05°24’Og”E 17.12’;THENCE N 05°48’45”E 1758.00’;THENCE 1447.45’ALONG A
C C
CD CD
CURVE TO THE RIGHT WITH A RADIUS OF 766.24’,AN INTERNAL ANGLE OF 108°14’OO”,
AND A CHORD BEARING N 59°55’31”E 1241.63’;THENCE S 65°59’49”E 208.43’;THENCE
1542.94’ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1177.72’,AN INTERNAL
ANGLE OF 75D0349h,AND A CHORD BEARING N 76°28’15”E 1434.94’;THENCE N 38°55’44”
E 1258.90’;THENCE CROSSING SAID HIGHWAY NO.7 S 46°50’Ol”E 100.27’TO THE
EASTERLY R.O.W.OF SAID HIGHWAY NO.7;THENCE ALONG SAID EASTERLY ROW.
THE FOLLOWING 7 COURSES:S 38°55’44”W 1251.51’;THENCE 1674.02’ALONG A CURVE
TO THE RIGHT WITH A RADIUS OF 1277.72’,AN INTERNAL ANGLE OF 75°04’OO”,AND A
CHORD BEARING S 76°28’21”W 1556.83’;THENCE N 65°59’49”W 208.43’;THENCE
1258.55’ALONG A CURVE TO THE LEFT WITH A RADIUS OF 666.24’,AN INTERNAL
ANGLE OF 108b14b000,AND A CHORD BEARING S 59°55’31”W 1079.59’;THENCE S
05M8’45”W 1758.00’;THENCE 557.65’ALONG A CURVE TO THE LEFT WITH A RADIUS OF
1096.09’,AN INTERNAL ANGLE OF 29°09’OO”AND A CHORD BEARING S o8D4545 E
551.66’;THENCE S 23°20’lS”E 655.39’;THENCE LEAVING SAID R.O.W.N 66°39’44”E
295.95’,MORE OR LESS,TO THE EAST LINE OF THE SE 1/4 OF SAID SECTION 2;
THENCE ALONG SAID EAST LINE S O051’55 W 970.00’,MORE OR LESS,TO THE POINT
OF BEGINNING.
Area of Kiowa Ridge Annexation:4,912,042 S.F.,112.77 Acres.
DATEDtts 1 dayof%LWt7-,20t
TOW F ESTES PARK
t’hayor
ATTEST:q*
Town Clerk
0 0