HomeMy WebLinkAboutR82-105 vacation of emergency ingress egress StreamsideRESOLUTION
OF THE
BOARD OF COUNTY COMMISSIONERS
COUNTY OF EAGLE, STATE OF COLORADO
RESOLUTION NO. 82- Ib 5
VACATION OF THAT CERTAIN EMERGENCY INGRESS - EGRESS EASEMENT
LOCATED IN A PORTION OF TRACT "A" AND TRACT "B" HIGHLAND
MEADOWS SUBDIVISION, CONTAINED WITHIN THE NORTHEAST ONE
QUARTER OF SECTION 14, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO.
WHEREAS, pursuant to Section 43 -2 -301 et se q.,
C.R.S. 1973, as amended, and Section 2.22 of the Eagle County
Land Use Regulations, 1982, as amended, the Board of County
Commissioners, County of Eagle, State of Colorado,
hereinafter referred to as the "Board," has the power and
authority to vacate any public right -of -way or easement
located entirely within the County of Eagle, Colorado; and
WHEREAS, the developer of the Streamside Project
located in the Highland Meadows Subdivision has requested the
Board to vacate that certain emergency Ingress- Egress
easement located in a portion of Tract "A" and Tract "B"
Highland Meadows Subdivision, contained within the Northeast
one quarter of Section 14, Township 5 South,'Range 81 West of
the Sixth Principal Meridian, County of Eagle, State of
Colorado, and more particularly described in Exhibit "A"
attached hereto and incorporated herein by this reference;
and
WHEREAS, notice of the public hearing to consider
the proposed vacation of the 'above- described public easement
was published in the Eagle Valley Enterprise on October 21,
1982; and
WHEREAS, the Eagle County Planning Commission at its
regular meeting of November 3, 1982, recommended approval of
the vacation of the subject public easement; and
WHEREAS, the Board at the public hearing held
November 24, 1982, determined that the above - described public
easement is entirely within the County of Eagle and not
within the limits of any city or town, and further, that the
vacation of said public easement will not in any way affect
any recorded easements necessary to bring utilities or other
public services to the surrounding property.
NOW, THEREFORE, be it resolved by the Board of
County Commissioners, County of Eagle, State of Colorado:
THAT, upon the recording of this Resoluton and the
attached Exhibit, the Board hereby divests, relinquishes and
vacates any and all rights it may have in the public easement
described in this Resolution and the attached Exhibit.
THAT, the aforesaid vacation of the Ingress- Egress
easement described in Exhibit "A" shall not be construed or
deemed to be construed as affecting in any way whatsoever any
and all existing recorded easements necessary for utilities
or other public services.
MOVED, READ AND ADOPTED at a regular meeting of the
Board of County Commissioners, County of Eagle, State of
Colorado, dated this 24th day of November, 1982.
ATTEST:
By: "r�
erk of the Bo r of
ounty Commissioners
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COUNTY OF EAGLE, STATE OF COLORADO
By and Through its
BOARD OF COUNTY COMMISSIONERS
By: ' f V+
Da e F. Grant, Chairman
Kei�b Troxel, Commissioner
Dan Williams, Commissioner
That certain Ingress - Egress easement described as 10
feet both sides of the following described centerline:
Beginning at a point on the North line of Tract "A ", whence the Northeast corner of
Section 14 bears N80 °45'21 "E, a distance of 1,370.23 feet; thence S33 036117 "E, 57.82
feet; thence along a curve to the right an arc length of 40.33 feet with a radius of
25.00 feet and a central angle of 92 °26'15 ", a chord Daring of S12 °36'51 "W, a chord .
distance of 36.10 feet; thence S58 049158 "W, 11.05 feet; thence along a curve to the left
an arc length of 69.70 feet with a radius of 175.00 feet and a central angle of
22 °49.'16 ", a chord bearing of S47 °25'20 "W, a chord distance of 69.24 feet; thence
S36 °00'42 "W, 66.21 feet; thence along a curve to the left an arc length of 59.35 feet
with a central angle of 165 °52'45" with a radius of 20.50 feet, a chord bearing of
S46 °55'41 "E, a chord distance of 40.69 feet; thence N50 °07'57 "E, 114.66 feet; thence
along a curve to the right an arc length of 115.00 feet with a radius of 32.50 feet
and a central angle of 202 044135 ", a chord bearing of S28 °29'45 "E, a chord distance
of 63.72 feet; thence S72 °52'32 "W, 36.02 feet; thence along a curve to the left an
arc length of 42.79 feet with a radius of 25.a0 feet and a central angle of 98 003'42"
a chord bearing of S23 °50'41 "[v, a chord distance of 37.75 feet; thence S25 °11'10 "E,
58.11 feet; thence along a curve to the right an arc length of 30.56 feet with a
radius of 190.00 feet and a central angle of 09 °13'01 ", a chord bearing S20 134'41 "E,
a chord distance of 30.53 feet; thence S15 °58'09 "E, 127.10 feet; thence along a curve
to the left an arc length of 29.76 feet with a radius of 15.00 feet and a central angle
of 113 041'30 ", a chord bearing of S72 °43'40 "E, a chord distance of 25.13 feet; thence
N50 °20'21 "E, 38.18 feet; thence along a curve to the left an arc length of 26.51 feet
with a radius of 23.65 feet and a central angle of 64 °14'49 ", a chord bearing of
N18 °12'56 "E, a chord distance of 25.15 feet to a point of reverse curvature;thence
along a reverse curve to the right an arc length of 50.18 feet with a radius of 25.00
feet and a central angle of 114 °59'46" a chord bearing of N43 °35'25 "E, a chord distance
of 42.17 feet; thence S78 °54'42 "E, 39.12 feet; thence along a curve to the right an
arc length of 45.60 feet with a radius of 130.00 feet and a central angle of 20 °05'48 ",
a chord bearing of S68 051'48 "E, a chord distance of 45.37 feet; thence S58 048'54 "E,
88.18 feet; thence along a curve to the left an arc length of 41.92 feet with a radius
of 55.00 feet and a central angle of 43 °40'14 ", a chord bearing of S80 039'01 "E, a
chord distance of 40.91 feet; thence N77 °30'52 "E, 27.53 feet; thence along a curve to
the right an arc length of 43.17 feet with a radius of 80.00 feet and a central angle
of 30 055'14 ", a chord bearing of S87 001'31 "E, a chord distance of 42.65 feet; thence
S71 033'54 "E, 51.20 feet; thence along a curve to the left an arc length of 65.63 feet
with a radius of 55.00 feet and a central angle of 68 °22'09 ", a chord bearing of
N74 115'01 "E, a chord distance of 61.80 feet; thence N, 10 °03'57 "r, 20.93 feet; thence
along a curve to the right an arc length of 72.24 feet with a radius of 65.00 feet and
a central angle of 63 °40'51 ", a chord bearing of N71 °54'22 "E, a chord distance of
68.58 feet; thence S76 015'12 "E, 39.51 feet; thence along a curve to the right an arc
length of 75.82 feet with a radius of 95.00 feet and a central angle of 45 °43'48 ";
a chord bearing of S53 °23'18 "E, a chord distance of 73.83 feet; thence S30 031'24 "E,
60.07 feet to a point corron to the Westerly right- of -wav of Vermont Road and Tract "B ",
said point being the term.` -,s of the centerline of sa -:l eascm nr f"rom which the N OrEZ-
east corner of Sects on 1 bears N23" '34"E, 94?.41 4 3 °eet.
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