HomeMy WebLinkAbout1.0 ApplicationBEFORE THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
Pursuant to C.R.S. (1973) Section 30-28-101 (10)
(a) - (d) as amended, and the Subdivision Regulations of
Garfield County, Colorado, adopted September 1, 1972 and
amended April 14, 1975, Sections 1.02.17 (d) and 3.02.01,
the undersigned John A. Sharp and Joan French, respectfully
petitions the Board of County Commissioners of Garfield County,
Colorado, to exempt by resolution the 43± acres of land
located in Sec. 17, T.7 S.,R.87 w.,Garfield County, Colorado,
more fully hereinafter described, from the definitions of
"subdivision" and "subdivision land" as the terms are used
and defined in C.R.S. (1973) Section 30-28-101 (a) - (d)
and the Garfield County Subdivision Regulations, for the reasons
stated below:
1. The proposed subdivision will be adequatley serviced
by an existing road.
2. Both electric and telephone service is presently existing
on the premises and extensions only,are required.
3. An adequate well is located on the premises and extensions
of lines only,are required.
4. No problems of intensive use of the land are involved
since the existing parcel is proposed to be divided into
only 3 parcels.
5. The proposed subdivision is not part of an existing or
potentially larger land development. Applicants own no
other land in Garfield County.
6. The proposed subdivision is depicted on the attached
plan, which also includes a description of the proposed
lands.
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7. A plat in conformance with Appendex F will be filed
for record upon adoption of the resolution granting
the exemption hereby sought.
Submitted at Glenwood Springs, Colorado, this
day of ';,/ - << > , 1977.
ycL.21. A,,
John Sharp
Joan French
By
JohnuA. Sharp
Attorney in Fact
Petitioners
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�,g i nn i , - at The '.or, ales - her cf said Section 17, said Corner being found in place and proper I y marke p'wa \7 5
ence S.86°27'42" E. 24 27.5 7 feet a 1 c1the 'lorthor I y I i ne of sa i a Section 17, to th.. North Quarter Oor 2� qy h0 .�N
er or said Se_T .cn l7; Tl:= :c.: S.05' • 1'40" E. 70).50 feet along the EasTer{y line of said N NW ; thence ►14a1Oq \`N
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. 5n' : i' ; 9" . 57).73 feaT to a point o.. the Northerly right-of-way line of said road; thence along the 1,1 \ \ SCALE
ortheriy right-of-way line of sal L rod:: 1 IO.64 feet along the arc of a curve to the right, halving a radius of 123.59 \ \ //NCH- 300FEET
feet, T7., chord .;rich tans: 6.15'24'31" W. 107.16 feet; th€nce195.94 feet along the arc of a curve to the left, having a radius ot 219.44 fear,
.'ie c, _rd of hears: '.. ,.,'.i" 189.50 feet; thence 11.73°51'4.3" W. 357.19 feet; thence 121.26 feet along The arc of s curve to the right
_'ring a rv..1u5 of ,1'.4.__. , til.. -n:_;rG of •,7(,Ich bearu: N.86'14''.:2" W. 120.91 feet; Thence 105.01 feet along the are cf a curve to the left,having d
aci ,s of 183.25 fect,The chord of which bears:N.75"03' 15" W. 103.)8 feet; thence S.o8°31'31" W. 78.47 feet; thence 146.74 feet along the arc of a curve
the right, having a rani::s of 327.31 feet, the chord of which bears: N.80°38'06" W. 145.86 feet; thence N.69°47'45" W. 213.93 feet; thence 117.25 feet
;long .the arc of a curve To The left, having a radius of 451.81 feet, the chord ot which bears: N.77013'48" W.II6.92 feet; thence N.84°39'51" W. 289.51 •
feet; tr,::nce196,6d feat along the arc of a curve to the left, having a radius of 578.61 feet, the chord of which bears: S.85°36'05" W. 195.73 feet; thence
)8.19 feat along The arc of a curve to the right, having a radius of 669.24 feet, the chord of which bears: S.80°04'13" W. 93.11 feet; thence S.84°16'24"
4. 165.95 fear; thence 90.08 feet along the arc of a curve to the left, having a radius of 395.50 feet, the chord of which bears: 5.77°44'54" W. 89.89
feat to a point ;;n the Westerly line of said Section 17; thence N.00° 9' 9" E. 633.35 feet along the Westerly Zine of said Section 17, to the point of
aeginning, containing 43.C- acres, mere or less.
,ovember 15, 1972
SCARROW AND WALKER, INC.
Robert 0. Scarrow
Registered Land Surveyor
NOTE: Bearings for this survey were
established by solar observation be-
tween the 'hest Quarter Corner of Sec-
tion 17 and the Northwest Corner of
1-7 •
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