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MINE SUBDIVISION
SKETCH PLAN
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LOCATION, # LOTS, ETC .67 Gl}q • C3^'� 13.23 O-CJ1Q,Qi
11 l'ic .z 5 e c • 2 T4 S R, $ S fin/
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ZONING YL /&l5 D -20,00 41 61"5; Ze
ACCESS: ONwy 6b�
WATER: ( ki SO,1•p.d/"Un;M'= S;716 O c\.QD:To -1 v 1L nurnit /tat. llAmo .
DIV. OF WATER RESOURCE RESPONSE:
SEWER:
CHECK LIST:
X FEE PAID ($100 +1.00/acre for each parcel under 35 acres)
DEED
VICINITY MAP
100 YR FLOODPLAIN INFO.
SOIL MAP
NATURAL & MAN-MADE FEATURES ON SITE (inc dev. 200' from prop.)
IF COMMUNITY WATER, LETTER OF APPROVAL
MINOR SUBDIVISION REVIEW COMMITTEE:
COMMENTS: CAJJ
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SUBDIVISION SUMMARY FORM
aarC-iQtd
Date
County
Subdivision Name:
C dc t Kinn+r'
Type of Subdivision
Request for Exemption
Preliminary Plan
Final Plat
Filing
Pian
Location of Subdivision TOWNSHIP (o S RANGE 88 W SEC. 2 1/4 SVc!
Dwner(s) NAME
ADDRESS
Subdivider (s) NAME
ADDRESS
Designer NAME
ADDRESS
Don ICL 4
1O e, Ca pt -I-0
vdberi' L , 6;11k/on - PEzr4ners
Ave. , Car bond le_ Colo ,B1(.02.3
d ; ffo
-o
Type of Subdivision Number of
Dwelling Units
( Single Family
( ) Apartments
) Condominiums
( ) Mobile Home
( ) Commercial
( ) Industrial
12
N.A.
N.A.
Street
Walkways
Dedicated School Sites
Reserved School Sites
Dedicated Park Sites
Reserved Park Sites
Private Open Areas
Easements
Other (specify)
Arca
(Acres)
1-5.23
of
Total Area
100
Total
13,23 1c00
Estimated Water Requirements/D,U, 4a0 Gallons/day.
Proposed Water Source 1\0 IJar112 V4e- zr5 A -
Estimated Sewage Disposal RequirementU. 240 Gallons/day.
Proposed Means of Sewage Disposal end j,clv2 1 5cp4i - +�-� k'
ACTION:
Planning Commission Recommendation
Approval ( )
Remarks
Disapproval ( )
Date , 19
Board of County Conmissioners
Approval ( )
Remarks
Disapproval ( )
Date , 19
r
• •
SKETCH PLAN SUPPLEMENTAL DATA
Casa del Monte' Subdivision
The Casa del Monte' subdivision is planned for 12 dwelling units on
10 lots encompassing 13.23 acres. The existing zoning of this parcel
and the surrounding property is Residential/General/Suburban Density.
This zoning is proposed to remain unchanged. The development is plan-
ed for residential use only. This is in accord with surrounding de-
velopment. Adjacent lot sizes vary from less than 8,000 sq. ft. to
approximately 24,800 sq. ft. Existing adjacent development is shown.
The lots in Casa del Monte' subdivision are platted in order to pro-
vide a minimum of 1 acre level ground (less than 40% slope) to each.
Access to Lots 1,2 & 3 is proposed from the existing County Road 127
(the old US Hwy 6 & 24). Access to Lots 4 through 10 will be from a
private drive approximately 400 feet long with a large turn -around
at the South end.
This development concept is proposed contingent upon water supply
service agreements being reached with the No -Name Water Users Asso-
ciation. 11 water taps have been applied for by the developer. A 6"
diameter water main will be installed by the developer to run from
the existing water main within County Road 127 right-of-way to a
fire hydrant between Lots 8 & 9. A smaller line will be extended for
service to Lot 7. An additional fire hydrant will be installed bet-
ween Lots 2 & 3 at the North property line and connected to the
existing water main.
Sanitary wastes will be taken care of with on-site sewage disposal.
Septic tanks of 1,000 gallon capacity (2,000 gallon capacity for the
duplex lots) are proposed with layout and installation subject to
health and county building code requirements. Assuming 3.2 persons
per dwelling unit and 75 gpd waste per person, each dwelling unit
will generate 240 gpd septic tank waste.
The lots shall be covenanted to require a minimum of 2 off-street
parking spaces for each dwelling unit. Lot sizes are such that no
parking problems should exist. Parking along County Road 127 is pre-
sently restricted and the developer wishes to see this restriction
retained and enforced. The school bus presently stops along County
Road 127 just west of the proposed private drive. The existing bus
stop is adequate and convenient for pick-up and discharge of child-
ren for Casa del Monte' subdivision and no change is required.
The Soil Conservation Service defines the soil type as Lazear-Cush-
man-Ascalon. In general, it is described as shallow to deep, well
drained, moderately sloping to very steep soils on mountains, mesa
breaks, and alluvial fans. The soils formed in material weathered
from sandstone, limestone, and shale in mixed alluvium. Understory
vegetation is sparse and dominated by oak brush and juniper with
some cedar and pinion tree masses.
• •
Sketch Plan Supplemental Data cont'd
Casa del Monte' Subdivision
There are no significant drainage features upon the site. The No -
Name Water Users Association has established a line bleeder near the
East end of Lots 10 & 11 which will need to be relocated. Only on-
site drainage needs to be accomodated and rain or snow melt is gen-
erally easily absorbed by the ground. The site generally slopes from
the East to West averaging about 6% along the plain above the river
bank. The bank slopes approximately 45% to the Colorado River with
some high benches bordering the river and above the 100 year flood
plain.
The subsurface geology of the site is comprised of limestone of the
Mississippian Leadville formation overlain by Quaternary alluvium.
This alluvium is in large part derived from outwash from the No -Name
Creek drainage and is comprised of a heterogeneous mixture of large
boulders, cobbles, gravel, and sand representing exposed formations
in the No -Name Creek drainage from Precambrian through Mississippian
age. This material provides excellent structural foundation base and
contains no known material which would result in radiation hazzard.
There is a power line to an old well near the North West corner of
the site. This line is to be removed and new underground utilities
(gas, electric & phone) are planned. The developer will extend under-
ground power along the private drive to new transformer pedestals as
shown on the sketch map. Easements will be dedicated as necessary to
protect underground utilities and to provide for maintenance. The
existing trailer house on the property is to be removed.
f >Ullcy,
(b) The insured shall notify the Company promptly ir1
writing (i) in case any action (0 I rrriinq IS [n'qun ul
Order No. 6536
. .. .. .. •,. i, r sr r r,u;nu I In�il<tlrll
Insull'Il ;rltuntit 01 to terminate all liability and obligations
of ow Conrtl;rny beret l by paying 01 tendering payment
of the ;widow of inst :e under this policy together with
Policy No.: 0-433165
Date of Policy: APRIL 21, 1980 AT 4:30 0' CLOCK P .M. Amount of Insurance: 5150 ,000 .00
1. Narne of Insured:
S I LL IV AN BROTHERS
2. The estate or interest in the land described herein and which is covered by this policy is:
FEE SIMPLE
3. The estate or interest referred to herein is at Date of Policy vested in:
SILLIVAN BROTHERS
4. The land referred to in this policy is described as follows:
A parcel of land situated in the NZSWQ of Section 2, Township 6 South, Range
89 West of the 6th Principal Meridian, Garfield County, Colorado, described
by Document No. 192074 as filed in the Garfield County, Colorado records, lying
southerly of the southerly right-of-way line of Highway 6 and 24, Federal Aid
Project No. 240 J, westerly of the westerly line of Document No. 139228 as filed
in the said County records, northerly of the southerly line of said N1/2SW3-4, and
northerly of the northerly high water line, more or less, of the Colorado River,
said parcel of land is more fully described as follows:
(Continued on Page 2-A)
Authorized C.,otfntersignature
ME 0012
Page 2
\ IR '1' "1' IT I, V:
1: I' A rt A\ T Y 1 (IMI. 1' N
Pot• No.:
0-433165
This policy does riot insure ay,,inst loss Or (Lrnn.! io 1iy rr' ;urr of li ; fr)Ilc)winy
1. Rights or clairlr, of p.)rtiw; iii 1,0,',rrnSir)n n1,t 11,)wn ley I1i1 11i(: if c))r(l,;
2. Easements, or clairns ( 1 e&.ern(•ni ;, by the tlt.Hi•: ,,,(_,,nr•
.3. Discrepancies, l'.tt3p llr,;l.. 'rt t»titititit
corrP :t s.rrvey int.-! itt1, r:r tI:
tlil1)lic itet_orr1.•.
4. Any lien, or rirlio lit
by Iaw i)nr1 nt,t
5. Any and all unpaid taxes and assessments.
6. The effect of inclusion in any general or specific water conservancy, fire
protection, soil conservation or other district or inclusion in any water
service or street improvement area.
7. Right of the proprietor of a vein or lode to extract and remove his ore there-
from, should the same be found to penetrate or intersect the premises hereby
granted as reserved in United States Patent recorded December 4, 1921 in Book
516 at Page 96.
8. Right of the proprietor of a vein or lode to extract and remove his ore there-
from, should the same be found to penetrate or intersect the premises hereby
granted as reserved in United States Patent recorded March 7, 1892 in Book 12
at Page 116 as Reception No. 13639.
9. That portion, if any, of subject property lying within property conveyed to the
Glenwood Springs and Trappers Lake Toll Road Co. by deed recorded February 2,
1889 in Book 1 at page 509.
10. Right of way for Brown and Monroe Ditch and enlargement thereof, as shown on
Map and Statement recorded January 16, 1893 and March 14, 1898 insofar as the
same may effect subject property.
11. Right of way for the uninterrupted flow of the Colorado River.
12. Lack of access from an open public road to that portion of the subject property
lying south of the Colorado River.
13. Mortgage Deed from Sillivan Brothers to Vernon M. Thiesing in the amount of
$115,000.00, dated April 16, 1980, recorded April 21, 1980 in Book 547 at
Page 239 as Reception No. 303215
Page 3
1613
- \%'A 1r1' TITLE
(:UA UA STY c(IMPANY
• •
Continuation of Schedule A
Beginning at a Brass Cap Highway right-of-way Marker of said highway being a
point on the North-South Centerline of said N'zSW14; whence an iron pipe with a
brass cap properly marked for the Witness Corner to the West Quarter Corner of
said Section 2 bears: N. 52°21'02" W. 1,508.81 feet;
thence along said right-of-way line, 49.80 feet along the arc of a curve to the
left, having a radius of 623.00 feet, the chord of which bears: N. 82°37'51" E.
49.79 feet;
thence N. 80°20'27" E. 652.15 feet;
thence leaving said right-of-way line, S. 00°26'10" E. along the westerly line
of said Document No. 139228, 683.01 feet to a point on the southerly line of
said N 2SW4f
thence N. 88°42'10" W. along the southerly l i ne of said N'zSW',,, 708.31 feet, more
or less, to a point on the North-South Centerline of said N'zS W'4, said point being
within the Colorado River;
thence N. 01°06'27" E along said Centerline, 222.87 feet, more or less, to a point
on said high water line;
thence more or less along said high water line, N. 63°39'14" W. 121.78 feet;
thence N. 60°31'04" W. 114.42 feet;
thence N. 54°47'34" W. 165.16 feet;
thence N. 41°10'07" W. 81.00 feet;
thence N. 28°02'54" W. 66.97 feet;
thence N. 43°47'29" W. 145.68 feet;
thence N. 17°29'28" W. 127.90 feet;
thence N. 04°06'22" W. 18.17 feet, more or less, to a point on said right-of-way line;
thence along said right-of-way line, 630.57 feet along the arc of a curve to the
left, having a radius of 643.00 feet, the chord of which bears: S. 64°05'12" E.
605.61 feet to a brass cap right-of-way marker;
thence N. 54°23'12" E. 37.75 feet to a brass cap right-of-way marker on the North-
South Centerline of said NSW14, the point of beginning.
COUNTY OF GARFIELD
STATE OF COLORADO
Page 2-A
:-;'I' E WA. lel' '1' 'TILE
(71IA HANTY ()MPA NY
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Holiday West Realty, Inc.
"At The Holiday Inn" 51359 Hwy. 6 & 24 • Glenwood Springs, Colorado 81601 • (303) 945-8568
November 5, 1980
Mr. Davis Farrar
Garfield County Planner's Office
2014 Blake
Glenwood Springs, Colorado 81601
Dear Davis,
I am enclosing the map and description of the
property at Noname which the county is selling to
me.
Sincerely,
Don Sillivan
DS:be
Enclosure: 2 copies of Map
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.c'r _ ri c`_ -way lire; tnence 'eet a.:. _ ..:le arc o: a rve nE r. .'i:, i1Vi. _ a r'a:i'__
the ..nor1 o: whicr. Dears: : . 6-. Jli `. o1 feet a17'_- s.1 1 rio.n! of -wa line; tlc!.cr!
feet; thence 2o2.:3 feet alo nr- t^e arc of a curve he left, havinj a rani :s of 41,.00
r•, z', tue cnorl o: which tears: .y33 -'. '2 . 260....4 fee:.; tre(�co S.63 ?i';^ 11r'.36 feet; ..re(lce 3.7‘.:c191
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100.12 feet; thence S.1Jw9'1 = 09.95 feet; thence .,.>_:7025'23 97.77 feet to a point or. the .est
11:e of the ..i1.3W; of sai:. Section 2; thence ..
0°20'27':,. 701.57 feet; t ence .00026'_0'.,. 25.26 feet to
a point on said right-of-way line; thence alohc said right-of-way line, 3.c0 c20'27"W. o52.15 feet; thence
49..~.0 :eet along the arc of a curve to the right, having; a radius of 623.00 feat, the chord of which rears:
S.n2 51"+1. ::9.79 feet to the point cf becinnin ;, containint; 0.936 acres, more or less.
S!'..:SCP to a teL foot Acc:'.;s road Easement lyir: Sc•utherly and adjacent to the :;ortherly line of the aoove
nescrit.ed parcel of land situated in the :Ir SW of said Section 2.
June 19, 19d0
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