HomeMy WebLinkAboutMINUTES Town Board 1982-06-09tJJo(nn if 1ZIr 1arh,larimer County,Colorado.J.U .9.19.8.2...
V Minutes of a ...spcia1 meeting of the Board of Trustees of the Town of Estes
Park,Larimer County,Colorado Meeting held in the Town Hall in said Town of Estes Park
on the 9.th...day of J.une ,A.D.19..8.2 at regular meeting
hour.
Meeting called to order by Mayor ..Y .:.
Present:Mayor Harry B.Tregent Trustees:H.Bernerd Dannels,Byron
L.Graves,Margaret Houston
George J.Hix,Richard A.
Wood,Robert E.Wagner
Also Present:Town Administrator
Dale G.Hill
Absent:
Mayor Harry B.Tregent called to order a special meeting of
the Board of Trustees of the Town of Estes Park to consider
a resolution regarding the annexation of Beaver Point Second
Addition.
Trustee H.Bernerd Dannels introduced and the Town Administrator
read in full the following resolution and moved it be passed
and adopted:
RESOLUTION
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—107 (1)(g),C.R.S.1973,as
amended,hereby states its intention to annex the area described
herein.The Board of Trustees finds and determines that the
Petition filed with the Town requesting annexation of the area
described herein is in substantial compliance with Section 31
12-107 (1),C.R.S.1973,as amended.The Board of Trustees
further finds and determines that the Petition is signed by
persons comprising more than fifty percent (50%)of the landowners
in the area proposed to be annexed and owning more than fifty
percent (50%)of the area,excluding public streets,and alleys
and any land owned by the annexing municipality.Such area,
if annexed,will be known as “BEAVER POINT SECOND ADDITION”
to the Town of Estes Park,Colorado.Such area is described
as follows:
BEAVER POINT SECOND ADDITION to the Town of Estes Park,Colorado,
a portion of the South 1/2 of Section 26 and the North 1/2 of
Section 35,Township 5 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
bearings relative to the East line of the Southeast 1/4
of said Section 26 considered as bearing N01°40’39”W;
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
Board of Trustees -June 9,1982 -Page 2
the TRJE 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 N89°37’36”W a distance of 220.62 feet;
thence N74°28’57”W a distance of 229.91 feet;
thence N66°4P42”W a distance of 258.95 feet;
thence S35°41’58”W a distance of 285.90 feet;
thence S07°53’34”W a distance of 216.87 feet;
thence S84°01’lO”W 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 (Marys 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°19’13,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”W 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 and along the
arc of a non—tangent curve concave to the Southeast,
said curve has a delta angle of 05°18’15”,a radius of
1402.50 feet and is subtended by a chord which bears
S75°26’32”W •a distance of 129.79 feet;thence
N17012135uW 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°11’48”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°48’12”W a distance of
298.84 feet along the Northerly right—of-way line of
Larimer County Road No.67—W (High Drive);thence
leaving said Northerly right-of—way line N06°16’20”E a
distance of 170.02 feet;thence N 13°05’20”E a distance
of 354.90 feet;thence S89°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
S89°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
West line of the Southeast 1/4 of said Section 26;
thence S89°33’04”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°40’50”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 right-of-way line of U.S.Highway I
No.36;thence N59°28’22”E a distance of 990.47 feet to:
a Colorado Dept.of Highways brass cap (in concrete;
thence 507.25 feet along the arc of a non—tangent curve
to the left to a Colorado Dept.of Highways brass cap
in concrete,said curve has a delta angle of 10°15’06”,
a radius of 2835.00 feet and is subtended by a chord
which bears N54°21’12”E a distance of 506.58 feet;
thence leaving said Northerly right—of-way line S
40°46’21”E a distance of 30.00 feet to a point on the
centerline of U.S.Highway No.36;thence the
following 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 10°15’06”,a radius of
2865.00 feet and is subtended by a chord which bears
Board of Trustees -June 9,1982 -Page 3
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 S08°00’33”E a distance of 32.25 feet to
a point on the Southerly right-of-way line of U.S.
Highway 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 Big 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 S89°49’57”E a distance of 443.86 feet;
thence S01°4P02”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.
IT IS FURTHER RESOLVED,That in accordance with Section
31-12-108,C.R.S.1973,as amended,a public hearing shall
be held on July 13,1982 ,at 7:30 P.M.in the Municipal
Building,located at 170 MacGregor,Estes Park,Colorado,
for the purpose of determining if the proposed annexation
complies with the applicable provisions of Sections 31—12-104
and 31—12—105,C.R.S.1973,as amended.
IT IS FURTHER RESOLVED,That the Town Clerk shall give
the notice of the hearing as provided in Section 31-12—108 (2),
C.R.S.1973,as amended.
Trustee George J.Hix seconded the motion and it passed by the
following votes:Those voting “Yes”Trustees H.Bernerd
Dannels,Byron L.Graves,Margaret Houston,Richard A.Wood,
George J.Hix,Robert E.Wagner.Those voting “No”none.
There being no further business,the meeting adjourned.
/
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Mo
Town lerk