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ASPEN CHANCE SUBDIVISION
ASPEN COLORADO
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PROJECT TEAM
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Architect:
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Real Estate Advisor:
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Planner:
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Owner:
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David Pinholm
David Pinholm & Associates
Box 2839
Aspen, CO 81612
925-5713
Ed Zasacky
Carol Ann Jacobson Realty
Aspen, CO 81611
925-2811
Karen B. Smith
Planning & Management Services
Box 8575
Aspen, CO 81612
925-4894
Aspen Chance, Inc.
Neal Myers
1200 Travis, Suite 200
Houston, TX 77002
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TABLE OF CONTENTS
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1.0 Preliminary Subdivision
(Reference 20-18 and maps)
2.0 Preliminary PUD Plan
(Reference 24-8.1 and maps)
3.0 8040 Greenline
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4.0 Special Review for Employee Housing
5.0 Follow-up on Conditions from Conceptual
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APPENDICES
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A
Names and Address of Adjacent Landowners
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B Geologic Hazards Analysis
C Memorandum from Jim Holland, January 12, 1984
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D
McLaughlin Report
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A preliminary l?lat has bee,n prepared by KKBNA of Glenwbod
Springs and, is attached he,reto. The submittal in,clud, es the it~ms
requested by Section 20-12 to demonstrate compliance with ~he
Design standards of 20-17. ,
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Additional information required by Section 20-12 includesl:
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Names and addresses of adjacent property owners are
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found in Appendix A. I
geologic hazards and sin
and Associates is found I in
1.0
PRELIMINARY SUBDIVISION PLAT
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1.
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2.
Addi tional information on
stability prepared by Chen
Appendix B.
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2.0 PRELIMINARY PUD PLAN
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Preliminary plan requirements specified in Section 24-~. 9
include architectural and design plans and preliminary elevation
and perspective drawings which have been prepared by Dayid
Finholm and Associates and are attached hereto. 1
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A landscaping plan has also been prepared by David Finhjlm
and Associates with input on appropriate vegt';!tation types by
Jerry Sullivan, local landscape contractor. The landscape p an
acknowledges and incorporates the recommendations of Jim Holland,
Parks Department, January 12, 1984, concerning the location lof
trees which should not be disturbed (See Appendix C). i
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Additional PUD requirements are met as follows: I
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2.1 Section 24-8.14, Common Park and Recreation Area. i
Common park and recreation area is a requirement only if~lot
sizes, are reduced below mi, nimums required. Thedevelo p ment . plan
incorporates three lots of 20,000 square feet or more for t e
three duplexes and five lots of 15,000 square feet or more f r
the single family structures and therefore meets the minimum 1 t
sizes required by the R-15 zone. While not required, tpe
development plan designates tht';! remaining land area as commp,n
area because these areas are better maintained and used ~n
common. The common areas on the plan include: I
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(1) Sculpture garden and turnarounq. I
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(2) Tennis court parking area. i
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(3) Land above 8040 foot elevation to be used for skt
and trail access.
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Floor plans are included in this submittal to supplement ~he
requirements of Section 24-8.9 (c), Architectural Elevations <tnd
Site Plan. The, design concept meets tht';! guidelines of Sect~on
24-8.15 in the following ways: I
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(1) It is the stated purpose of architectural contr~ls
to help meet PUD purposes of better fitting the
development to the site and, in this case, to ~ts
natural features. It is not to stifle individ~al
initiative. I,
Therefore, the design concept sugge~ts
coordination of massing, scale, and materials but
exhibits diversity of features among t~e
individual structures. I
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(2) Harmony and proportion of buildings with eabh
other and surrounding land uses is accomplished ~n
several ways. Individual structures have be~n
sited for maximum privacy and minimum visibility.
Roof lines are shaped and varied to minimize mas~,
blend with the hillside and reflect the minipg
heritage of the site. Natural stone and wobd
sides blend with the surroundings. I
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whet-e
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Aspen Chance Subdivision has a unique opportunity io
very beautifully landscaped addition to our town d>f
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The nature of the existing site (that of mine wastes arld
tailings) necessi tates reshaping the site physically fclr
construction. The perimeters implemented include the following~
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(1) Shaping the site so that each building has godd
privacy. \
(2) Individual view plane corridors. I
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A proportionate, undivided interest in the common area
be deeded in perpetuity to each lot owner, together with a
restriction against future residential development.
2.2
Section 24-8.15, Architectural Review.
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(3)
Disturbance of the terrain will result
restoring a more natural slope, preserving
healthy and substantial vegetation,
introducing vegetation and cover in areas
mine rock is deposited.
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2.3
Section 24-8.16, Landscaping Plan.
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The
create a
Aspen.
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(4) The USe of flowing water as an amenity. I
Each site has been shaped as a platform for ease of bUildJng
and each level is divided by sloping architectural earth forms.
Specifically, the landScaping concept ust;!s Evergreen trees ~or
privacy between buildings and roads. They are also used on ~he
north sides of buildings to reduce winter wind impacts. !
(3)
Proper solar orientation.
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Deciduous trees are planned on the southern exposures of ~'he
buildings for summer shade and additional privacy when he
outside spaces will be used more frequently. Interspersed
between the larger trees will be shrubs and flowering plants.
These will add color and additional visual screening. Groupd
cover will be grasses both native anq lawn intermixed wi~h
flowers. The sodded lawn will provide coolness in tre
summertime. I
The site has an existing water source coming from the Duraht
Mine portal which will be useq as a stream and ponds amenity.
The stream bed and ponds will be constructed of impervious
material so that percolation can be controlled. The idea is to
create a mountain meadow type of environment using falling watef,
ponds, boulders, native plants and a minimum amount of manicur$d
lawn areas. There are existing spruce trees on the site aroufd
which the buildings have been carefully planned. 1
Irrigation is planned for the entire site with the wat1r
necessary being provided from the existing stream. The majori~y
of this would be gravity flow. The entire disturbed site is to
be covered with a minimum of 6" of topsoil on which fini~h
planting will occur. I
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The landscaping commensurate with the building constructi~n
is anticipated in being accomplished in a two-year period. T~e
first year will see the disturbed site totally reshapeq,
utilities in place and landscaping completed on Lots 1, 2, 6 & 7(.
On the southern boundary line trees will be planted to providle
visual screening from the adjacent site. [1] The center threle
house sites (3,4,5) will be covered with topsoil and one of t~
three sites will be used to store, grow, and acclimate the plantls
and trees needed for the completion of the first year and th~
screening trees, as many as practical, will be planted around
that area. I
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It is the intention of the Owner, who will live in the hOus~
designed on Lot 7,to create a beautiful, natural environment for
the occupants of the site to enjoy. \
[1] This will be accomplished within the first year of con- I
struction. !
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2.4
Section 24-8.17, Off-Street Parking Spaces.
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No reduction in the off-street parking spaces is proposedr
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The owner expects that the development will build out over a
period of two to three years. All public and common area
improvements, with minor exception will take place in the first
year (Le. initiated in the spring and summer of 1984). Th~se
improvements include: \
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Landscaping (except around the three houses I
(3,4,5) in the center of the site which may not be
constructed until the second year). (See Sect~on
2.3) I
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2.5
Development Schedule.
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Site grading
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Upper driveway and turn-around
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Explanation of how the application meets 8040 revifw
criteria was offered in the November 2, 1983 conceptual
application. Additional information relative to visu~l
considerations is offered in the site and architectural plans ~f
this application. Supplemental information on natural hazards
and utilities is included in the geologic investigation, Append~x
B. \
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4.0 SPECIAL REVIEW FOR EMPLOYEE HOUS ING i
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Three one-bedroom units (approximately 600 feet in siz~)
will be constructed in conjunction with the three uppsr
homesites. Effectively ttis will cr(';!ate three duplexes and houJe
up to six employees. Through deed restricting these units Jo
Illoderate-income rental guidelines, the City will gain controlled
units where none previously existed. These units will beco
part of the employee housing inventory. The applicant requests
permission to bring the owner's choice of residents before th
Housing Authority for qualification under employee and incom
guidelines. This is necessary because due 'to the design an~
proximity of the units, it is anticipated that renters will act I
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Utility extensions. (See KKBNA Grading-Utility
Plan)
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imm ediate~ y
ground will
happen wh n
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Drainage and paving (except
surrounding the three center houses);
be covered but final grading will
houses (3,4,5) are completed.
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3.0
8040 GREENLINE REVIEW
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as caretakers, watching over the property in the absence of fhe
owners. I
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1. Further investigation of the engineering geology of {he
site for development (See Chen Report, Appendix B). \
2. Definitive information removing question of surf1ce
collapse or subsidence (See above). \
5.0
FOLLOW-UP ON CONDITIONS OF APPROVAL ~ CONCEPTUAL PHASE
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3. Conformance with Design Standards of Section 20-17.
The preliminary subdivision plat has been prepared lin
consultation with Jay Hammond of the City Engineering Departmedt.
4. Detailed Landscaping, Grading and Drainage Plans )ee
Site and Landscaping Plans and McLaughlin Report, Appendix D).'
5. Relationship of this project with the Urban Runolff
Management plan (See Site Plan and McLaughlin Report, AppendfLx
D). I
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Toxicity levels are addressed in the Chen Report, Appendix
B. Consultation with the Health Department indicates that the
most serious toxicity is in lead leachates with 500 ppm
constituting max~mum allowable levels. Mitigating measures
recommended by the Health Department are being incorporated ~n
the site and landscaping plans. Specifically, grassy areas will
be covered with 6" of topsoil; deed restrictions will be writt.kn
so that any private garden work must be preceded by hauling in
topsoil to constitute a depth of at least one foot. Paving d>f
driveways and circulation paths will mitigate the problem in su~h
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areas. i
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It should be noted that part of the site will not be
completed until year 2. Interim protect;ive measures may have ~o
be undertaken. The Health Department will review the applicatidn
prior to the Planning Commission hearing. i
6.
Potential toxicity of mine tailings.
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8. Trees over 6" diameter.
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7. Impacts of grading and runoff into Glory Hole Park
McLaughlin Report, Appendix D).
(See Holland memo, Appendix C.)
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9.
Legal description of proposed trail easement
(See Plat.)
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10. Bedroom count.
(See Preliminary Plat.)
Alps
Road
formalized
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ll. Shared access on
agreement.
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(Draft of Access Agreement is ready for adoption by
Alps' Boarq of Directors.)
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12. Aspen Alps Tennis Court Parking Agreement.
(Draft of Access Agreement is ready for adoption by
Alps' Board of Directors.)
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13. Wood burning devices.
Compliance with Ordinance 12 is recognized.
14. Retention of roof qrainage on site.
(See McLaughlin Report, Appendix D).
15. Immediate vegetation of disturbed areas.
The central area of the site proposed for
construction in Year 2, will be vegetated after Year
disrupted only when construction is ready to commence.
16. The applicant will Jo~n in any sidewalk, curb a~d
gutter improvement district in the event one is formed. Th~y
will participate to the extent of their frontage. This will be
included in the Subdivision Improvement Agreement submitted wihh
the Final Plat. r
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APPENDIX A
....
ADJACENT LANDOWNERS
1.
...
2.
....
3.
...
...
...
....
....
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Lyle Reeder
P.O. Box 4859
Aspen, CO 81612
Bill Hewitt
P.O. Box 15155
Aspen, CO 81612
"1001 Mining Claim"
Harley Baldwin
1 W. 72nd Street, Apt. 29D
New York, NY 10023
Aspen Alps Condominium Association
P.O. Box 1228 (80 owners)
Aspen, CO 81612
Clarendon Condominium Association
709 E. Durant (15 owners)
Aspen, CO 81611
Grant Condominium Association
P.O. Box K-3 (140 owners)
Aspen, CO 81612
Gaard Hopkins Moses
P.O. Box 2388
Aspen, CO 81612
8.
H.A. Bornefeld
George Mitchell
5237 Cedar Creek Drive
Houston, TX 77056
9.
Aspen Skiing Company
P.O. Box 1248
Aspen, CO 81612
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chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
96 SOUTH ZUNI STREET. DENVER, COLORADO 80223 . '3031744-7105
PRELIMINARY ENGINEERING GEOLOOY INVESTIGATIOO
CHANCE MINING CLAIM
ASPEN, Q)LORAOO
,
prepared for:
Mellon Enterprises
Houston Natural Gas Building
1200 Travis, Suite 200
Houston, Texas 77002
Job No. 26,759
October 13, 1983
Rev. NoVember 18, 1983
OFFICES: CASPER. COLORADO SPRINGS. GLENWOOO SPRINGS . SALT LAKE CITY
...
I"""
TABLE OF Q)N'rENTS
...
I"""
OJNCLUSIOOS
SOJPE OF STUDY
ProPOSED DEVELOPMENT
SITE a:tIDITIOOS
GEX>UXHcSETrIm
POrENTIAL GEPUXiIC IMPAcrS
ADDITIOOAL INVESTIGATIOOS
1
...
...
2
2
4
5
8
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-
,-
...
...
...
...
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-
-
...
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...
cnlcLUSlOOS
...
...
( 1 ) Several conditions of a geologic nature may have an impact on the
proposed deve1opnent, Most impacts can probaJ::>ly be mitigated by
engineering design,
-
...
(2) Underground mining has been perfoz:med in the vicinity of the
site. we have perfoz:med a data search to locate maps sh:>wing
mines in the area, Based on the information obtained, it
not appear that the site is underlain by mine workings.
-
....
...
(3) Grading is not reccmnended on the very steep slopes in the
southern part of the site.
...
...
(4) The suitability of the mine am mill tailing as a foundation for
the proposed structures should be investigated by subsurface
exploration am testing.
-
-
-
SCOPE OF sruDY
This report presents the results of a preliminary engineering geology
investigation for a residential deve10pnent on the Chance Mining Claim
located south of Ute Avenue in Aspen, Colorado. '!he general geologic
conditions at the site are described am their anticipated impacts on the
proposed deve10pnent are discussed. Opinions given are based on a review
of a general geologic literature, a field reconnaissance and our experience
in the general area am with similar sites.
-
....
...
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-
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-2-
...
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PROPOSED DEVELDPMENT
We understam it is planned to develop the 4.5-acre parcel as a
residential subdivision. Specific grading plans were not available at the
time of this investigation. Five single-story residences am one auplex
are rorrently planned for the lower llOre gently sloping part of the site.
The structures will be two am three-stories in height am will use wood
fraIre construction. Basements are oot being considered at this time 1
however, partial basements may be used in sane areas. IDw retaining walls,
seperate from the buildings will be constructed at several locations across
the site. The mine drainage which exits the lower Durant Tunnel located in
the southern part of the site, will be diverted into a new drainage that
will flow through the developnent. Some p:>oos am small waterfalls are
planned across the site.
-
...
...
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...
...
...
...
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SITE <DIDITIOOS
The 4.5-acre parcel is located at the base of Aspen am Bell Mountains
which form the south valley side of the Roaring Fork River valley. ute
Avenue borders the site 00 the northeast. Several existing structures are
located at the sites. A large two-story metal structure is located near
the portal of the lower Durant Tunnel in the southern part of the sites.
This old structure has been renO'lated am is currently used as a residence.
Several other smaller wood fraIre residences are located in the northeast
part of the site.
...
-
...
...
...
...
...
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-3-
,...
...
The topography across the property is irregular and can be divid
into three general areas. '!he southern 80 to 100 feet of the site slope
. I
very steeply 00wn to the north (60% to 80%). '!he very steep slope i'
densely vegetated with spruce trees to approximately 16 inches in dianeter,
Most of the trees show sane curvature at the base, and iooicate that
-
...
...
much as 3 feet of downslope creep has occurred on the very steep slope.
The grouoo surface on the very steep slope has little ground vegetation and
...
numerous gravel and CXlbble size rock fragments are exposed. Sane boulders
to about 3 feet also occur on the slopes in this area. I
I
The second general topographic art';!a rovers approximately 70% of the (
,
site downhill of the very steep slope. The ground surface in this area has'
been altered by mine and mill tailings. These tailings have been gra:led
...
,...
-
into a flat area about 60 to 100 feet wide at the level of the tunnel
...
portal. North of this area, the ground surface slopes very steeply (40%)
dCAm to the north before reaching a lower bench. '!he tailings on the
...
northern part of the site have resulted in a very irregular ground surface.
Some timbers and other debris were observed in the tailings. Vegetation in
-
this area is sparse and consists of scattered weeds and willow trees.
The third area is located in the northeastern part of the site where
....
the existing residences are located. The ground surface in this area is
....
fairly flat and appears to be unaffected by mine or mill tailing
deposition.
'!he existing residences are all single-story frane
...
structures.
The Durant Tunnel portal has caved resulting in some surface
,...
depressions on the steep slope above the entry. These depressions extend
...
,
...
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-4-
...
...
approximately 100 feet to the south of the portal. A sizeable (estimat
30 gpn) aIOClunt of water was observed ~xiting fran the tunnel portal. Thi
...
,
water has been dlanneled towards the west into an existing drainage which
exits the property in the west center part of the site. Sane seepage w~
.,'" -- ..it"", "'" "'" "m",. pil. In "'" oorthe~, ",rt of <4
site. This flow was estimated at approximately 2 to5 gallons per minut~
i
and exits the site across Ute Avenue. Numerous areas of ponding wer~
observed in this area.
....
...
....
...
!
\
GEX)LOOIC SErl'IOO I
Bedrock outcrops were not observed at the sites/ however, rock doe1
outcrop C11 the very steep slope south of the site and probably correlatesl
with the Mississippian age Leadville Limestone. 1 'rtle rock consists ofl
thick bedded to massive, gray limestone. Bedrock at the site is OITerlain
by talus, mine and mill tailings and glacial deposits. The talus consists
I
primarily of angular gravel size rocks and is found on the very steep slOpe I
...
,...
...
,...
,...
in the southern part of the site. Some scattered boulders also occur in
this area. The mine and mill tailings cover the majority of the site and
vary from silty sand and gravel to gravel and small cobble size rocks. The
....
glacial deposits were observed at the surface in the northeast part of the
site. 'ttlis material is naje up of gravel and cobble size rocks with
,...
occasional boulder size rocks anbedded in a silty to clayey sand matrix.
....
1
Bryant, B., 1971, Geologic Map of the Aspen Quadrangle, pitkin County,
Colorado: U.s. Geological Survey Map GQ933.
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....
...
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-5-
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Numerous faults have been mapped in the area; however, none have been
mapped at the site. The closest potentially active faults are a series of
faults in the upper Arkansas Valley about 22 miles east of the site.2
...
...
POl'ENTIAL GEXXOJIC IMPAcrS
Several oonditions of a geologic nature which may have an impact on
...
the site deve10pnent were cbserved.
Potentially adverse impacts can
...
probably be mitigated by good, normal engineering design. The corxiitions
are discussed below.
...
Slope Stability: There were no signs of major slope failures cbserved at
the sites. ~ gulley erosion and local slumping of the mine and mill
...
tailings has occurred. Minor slumping in natural soils in a roadcut that
...
crosses the southern part ,of the site has also taken place. The very steep
slopes in the southern part of the site show evidence of downhill creep
... with tree curvatures indicating as much as 3 feet of slope nevements.
However, there were no signs of major rapid mass nnvement in this area. we
I'"'
do not anticipate major problems associated with slope stability of the
...
natural very steep slopes, provided that grading is not done on these
slopes.
Based on our present understanding of the prOfX)sed site
... deve1opnent, it does not appear that grading will be done on the natural
very steep slopes.
...
...
continued sluffing and erosion of the tailings piles can be expected.
These adverse conditions can probably be controlled in nest areas by
grading, surface and subsurface drainage, and erosion control. Foundation
...
2 Kirkham, R.M. and Rogers W.P., 1981, Earthquake Potential in Colorado,
A Preliminary Evaluation: Colorado Geological Survey Bulletin 43.
...
...
.
...
I
I
\
I
loads associated with the structures may also increase the likelihood 01
slope failure <n the sloping tailings piles depending <n final grading.\
Also depending <n the <XlIlsistency of the tailings, foundation settlementl
may be of ooncern. Additional studies inclUding a subsurface investigationl
,
should be oonducted to determine the oonsistency of the tailingS, and theirll
suitability as foundation bearing material. Deep foundations' extending
I
below the tailings and regrading may be useful in mitigating founoation arx:ll
I
!
!
Avalanche Potential: In the llPuntainous areas of Colorado, sites located i
!
on or adjacent to steep slopes like those in the southern part of the I
-6-
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instability Unpacts.
...
property can be susceptible to avalanches. The southern part of the site
...
...
,
and adjacent slopes have been designated as having slopes steep enough for 1
J
small avalanches under certain oonditions.3 A small avalanche zone was
maJ::P!d by Bryant just east of the site, off of the property. This zone is
...
characterized by an unvegetated avalanche track that follows a small
ephemeral drainage.
Other mapping4, indicates the site is located
...
outside known avalanche paths.
...
Old Mine Workings: Underground mining has been performed in the, vicinity
of the site. The lower Durant Tunnel fX'rtal is located in the. southern
part of the site. A fX'rtion of the site is designated by Bryant5, as
...
being an area of significant silver, lead and zinc production. Hewever, a
...
review of mine maps provided by Mr. lli Smart (the previous property owner)
...
...
3 Bryant, B., 1971, Map showing avalanche area in the Aspen quadrangle,
Pitkin County, Colorado: U.S. Geological Survey Map I-785-G.
4 Mears, A.I., 1979, Colorado Snow Avalanche Area Studies and Guidelines
for Avalanche-Hazard Planning: Colorado Geological Survey Special
Publication 7.
...
...
5 Bryant, B., 1972, Map showing mines, prospects and areas of
significant silver, lead and zinc production in the Aspen quadrangle,
Pitkin County, Colorado: U.s. Geological Survey Map I-785-0.
.
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-7-
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and maps available at the U.S. Bureau of Mines and Colorcrlo School of Mine~
map repositories indicate most of the mine workings occur southwest of th~
...
site at an elevation of about 100 feet higher then the planned <x>nstruction
and should not crlverse1y affect site development as planned.
other
-
workings are located, about 450 feet ~st of the site at an elevation of
about 450 feet lower then the site. Calculations using an arl3le of draw of
...
30. fran the workings to the surface indicate the subsidence associated
-
with collapse of the workings soou1d not affect the site. This assumes the
mine maps obtained are correct. Based on the lack of contrcrlicting data,
-
we feel potential for surface collapse or subsidence at the site is low to
non-existent.
-
-
Flooding: A soall drainage which crosses the ~stern part of the site was
dry at the time of our irwestigation. Sane flooding may be associated with
this drainage during periods of peak flow. The flood p::>tential and surface
drainage should be evaluated by hydrologist.
...
Erosion:
The en-site soils will be more susceptible to erosion when
...
...
disturbed by grading. Steep grcrled slopes or areas subjected to runoff
concentrations should be protected fran er<:>sion by revegetation or other
...
good, normal engineering procedures. We do not anticipate unusal post
<x>nstruction erosion problems prOllided runoff <x>ncentrations are not
allowed to flow directly on to steep unprotected slopes.
...
Seismicity:
The site is located in the region which is generally
...
considered to have a low potential of large damaging earthquakes. Faults
with documented evidence of recent geologic activity {'activity within the
...
...
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...
I
\
,
last 10,000 years) are not known to be present in the general area. ~ell
historic earthquake record for COlorado is about 110 years long. Dunng
I
this period, maximum Modified Merca1lie intensities associated with the I
larger earthquakes have not be greater than VII. COnsidering the type of \
construction proposed, it is our <:pinion that the site does not have an i
-8-
!-
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earthquake risk greater than that nonnally considered for the region. The
...
site is in the Uniform Billing Code Seismic Zone 1.
...
ADDITICNAL INVEsrlGATlOOS
...
This report is preliminary arx:l suitable for general planning. Based
on our present kno./1edge of the site geology, there are no conditions which
,..
would constitute a major hazard with the exception of the potential
...
uooermining.
Additional investigation should be done to access the
stability of the mine tailings for foundation bearing am to fl["ovide
... specific geoteChnical design criteria. These studies should be based on
proposed structure locations arx:l site grcr::ling plans.
,..
If there are any questions concerning this report or if we may be of
-
further service, please let us know.
O:IEN AND ASSOCIATES, INC.
By
~
-
r L. Barker
ineering Geologist
ttt 4 JJ~
RalPi Mock
Engineering Geologist
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-
Reviewed By
RB/lOOC
- cc: David Finholm Associates
Aspen Chance, Inc.
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CA-2-79
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,..
,..
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,..
,..
,..
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26,759A
chen and associates, inc.
HYDROMETEI4 ANAl.YSIS
TIMf: HLA[11N(.S
SIEVE ANALYSIS
US 5T ANOAAD 1;;ERIES CLEAR SOUARE 0 EMN ,
'10
~j
I
101
I
201
1
301
6
w
'oz
a
w
50~
Z
w
""u
~
~
101
I
?l ~'R llHl
4'"
10;',
""11; . r., '. ~ , . i , ~.' It; :,' '/,', :'.111, wrl 'i'<IO '1(10 .~o '4:'\ .~() "Ii, '" '," 1." :3" 5"6 ,
-
-
,
-,
')1 ov;' U<l', l109 (JT~ I',')i U/4 149 2~7 590 I '9 238 4.;6 952 19 I 38 I 762 127 ,
90
80
70
~60
~
~
<
" 50
~
Z
w
ji4fi
w
"
~I
"
801
>0',
3001
15.. I
,
I
10
"
I
V.$,' 20
DIAMETER OF PARTICLE IN MIl.LlMETERS
SAND
MF:DrUM
COBBLES
GRAVFL
r INF' (~('M1SE
r.t A'f TO 51! T
FINE'
CQABSf
(;F~AVLL
38
%
SAND 55 %
SILT AND CLAY 7
",
L!OUIl)IIt,111
%
PL.ASTIC: TYINDEX
~';I
""PlIO' slightly silty gravelly
sand
FROM Hole 1 at 4'
HVon(iMr TF n N'H\I YSI~
I! S S r AM'A"" S'"", SIEVE ANAL YSIS"'"AI< """AliI ()f"N'~
OJ 50 '30'W 1
)
~ ,t.'!. f~! 1\ r ',' I ~ . ", ;: ,
24 HH ; Hfl
4!i
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91)
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no
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Clf,y 10:;llI
042 2,0
DIAMETER OF PAATICLEIN MILLIMETERS
~"ND
ME:DIUM
22 '.
1 ~'2
(;R/\Vfl
nNt' (:()AP'iE
(:Ofj8Lf.~
fiNE'
CQARSf
l,fU,',fft
48
""
SAND 30 %
Sll T AND CLAY
IIOlJl[) LIMIT
'.
"
PLASTICITY INDEX
'",",H'lI ()f' clayey sandy gravel
Hole 5 at 10'
FROM
GRADATION TEST RESULTS
F' 6'
19----
"'"
CA'2-79
-
chen and associates, inc.
HYDnOMF:TEfl ANAL.YSIS
TIME RrAPINGS
SIEVE ANAL VStS
US STANDARD SERIES Cl A SOUARE ENI'
'10
-
74 Hq i HP
,-
10'
10
, ~.., I ~ , ,~, ~.l:N r<,'.':'. "''.'Ir. ,jl,lI'J "':~. ':-:)() '1(1(" .:;,~ . "(~ . .~O .,.; 'R '4 I 3 5'6' 1'1"
0
I
) 4
~ 5
, 7
1 14' 1
101 002 [!O!i (.109 019 ')3,' 014 21li ~90 1.l9 238 476 952 '" 3/1,1 762 127 2)0
'"
CLAY TO Sll T
042 20
DIAMETER OF PARTICLE IN MILLIMETERS
SAND
r:INE MEnlOM COARSE
152
OJ
i
:1
il
a~
"
t
a'!'
~
ii
so"
ffi
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01
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80'
,
,
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,
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80
10
-
o
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W
:i41
W
,
-
:ll
...
'"
-
...
GRAVEL
FINE COARSE
COBBLES
Gf~AVEl
48
'.
SAND 32 %
SilT AND CLAY
20 %
llOUIO LIMIT
0..'0
Pl/~srIC'TY INDEX
%
...
SAMf'l E Of
silty sandy gravel fill FROM Hole 8 at 8'
(tailings)
; I~.'I HI.\IHN(,',
SIEVE ANALYSIS
U.'j ~~'ANllAfHJ SEAlES CLEAn ~;!)UA,m
'10
Uf"~
...
HY["'lf~OMETF..n ANALYSIS
24 f+H
4'
H)[
1 HH
1\
,MIN l'iM1N Ii!) '.lIN 1r'l/l,II"J 4 "flIN !,1IN ";.'110 '100 '50 '40'.:10 '16 " '4 '. " , T' 5' 6"
, .' "
I - 10
I -, 20
- .
, '0
"
- 40
-- -
-- .. .., -.,- .-- -. ..
"
" - 6
-
, - .. - 70
- >':::~ ..- -,
.. .. -
-.-..-.,. ,_. . .- ." - 80
- - .. ..
" ...... .. .., ,1'=--= ...::-"::: -
, 90
--.. " -- f-...,:. .." _.,- - .. +
=,: k-.;::'
" I
11111 1,1, "U" 'I!'I , ,.. 11,'4 1.l(t ;:~I I 'J~m I " ?:IIJ 4/(; 9:,;> I!' I " I ;!,;' 1<'1 ;>10
0'
w..
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<,
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50" I
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il'1
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-
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1.I/lYTt.I'.dll
t11;! 20
I)IAMLTEA OF PART1Cl E IN M!LllMETERS
SAND
MEDIUM
1~?
,..
rtNE
GQl\flSr
CillA'/Fl
fiNE n)M~"E:
';(!flE'HES
C,HAV! t
41
~)ANO 45 %
SILT AND ClA Y
14 ~/~
...
I !;',lIJl[)'IIMII
r.ir,
"LAS IIClTY INDEX
""
',AW'LI I" silty sand and gravel
FROM
Hole 11 at 19'
...
26,795A
GRADATlm. TEST RESULTS
F' 7
19,--,
..
....
....
...
....
...
...
,...
...
...
,...
...
...
...
...
...
'r-
...
....
,...
chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
5080 RD. 15<1 GLENWOOD SPRINGS. eOL-ORAOO 81601 303/945-7458
SOIL AND FOUNDATION INVESTIGATION
FOR PROPOSED RESIDENTIAL DEVELOPMENT,
CHANCE MINING CLAIM,
ASPEN, COLORADO
Prepared For:
Aspen Chance, Inc.
1200 Travis
Suite 200
Houston, TX 77002
Attn: Neil ~Iyers
Job No. 26,759A
December 28, 1
OFFices: CASPER. COLORADO SPRINGS. DENVER. SALT LAKE CITY
-
TABLE OF CONTENTS
...
CONCLUSIONS 1
SCOPE OF STUDY 2
...
PROPOSED DEVELOPMENT 2
... SITE CONDITIONS 3
FIELD INVESTIGATION 3
...
LABORATORY INVESTIGATION 5
SUBSOIL CONDITIONS 5
...
FOUNDATION RECO~WENDATIONS 6
Pile Foundation 7
... Spread Footing Foundation 9
Foundation Alternative 11
... FLOOR SLABS 11
FOUNDATION WALLS AND RETAINING STRUCTURES 12
...
UNDERDRAIN SYSTEM 13
SITE GRADING 13
-
Cut and Fill Slopes 13
Fill ~lateria1s 14
Compaction Specifications 15
- Excavation Considerations 15
DESIGN OF WATER FEATURES 15
...
PERCOLATION TEST RESULTS 16
.- LEACHATE ASSAY 17
WATER SOLUBLE SULFATES 17
... SURFACE DRAINAGE 17
LIMITATIONS 18
~
,-
...
...
JIIIIIOIl
-
-
TABLE OF CONTENTS
(continued)
-
FIGURE 1 - LOCATION OF EXPLORATORY HOLES
...
FIGURES 2 & 3 - LOGS OF EXPLORATORY HOLES
FIGURE 4 - LOGS OF PERCOLATION HOLES
...
FIGURE 5 - LEGEND & NOTES OF EXPLORATORY HOLES
-
FIGURES 6-8 - GRADATION TEST RESULTS
TABLE I - SU~WARY OF LABORATORY TEST RESULTS
TABLE II - LEACHATE ASSAY
-
...
....
-
...
-
-
-
,...
,...
,...
,...
-
....
...
,...
....
,...
....
....
....
....
....
....
...
-
,...
....
...
...
...
....
CONCLUSIONS
1)
The subsoil conditions encountered in the exploratory holes are
erratic. Variable depth of man-pla~ed fill consisting of mine
waste and mill tailings of up to 30 feet in depth was encountered
within the southern portion of the site. The natural soils
encountered consist of a mixture of sands, gravels and clays
lying dense gravels and sands. Free water was encountered only
one hole, at a depth of 3 feet adjacent an existing pond.
2)
Two alternative foundation systems consisting of driven piles and
conventional spread footings are discussed in the body of the
/~
__/// report.
exist and
Driven piles are recommended in areas where deep tailings
removal is not feasible. Where fill is shallow or non-
existent, spread footings designed for a maximum soil bearing
pressure of 3,000 psf are recommended.
~)
Water Courses and water features constructed on the site should be
lined to prevent excessive water losses through the permeable
subsoils.
4) \ )=hemical analysis of tailings samples reveals high concentrations
~\l--
~0 (~)t. of leachable lead (4,000 ppm) and detectable levels of Mercury,
/^~~~ Arsenic and Cyanides (0,5-3 ppm). Local health departments
)()' should be consulted to determine acceptable levels in runoff.
5) Additional geotechnical aspects of the proposed development in-
eluding a discussion of site grading considerations are discussed
in the body of the report.
-2-
I
i
!
!
I
I
I
I
,
investi1
1
,
...
-
SCOPE OF STUDY
...
This report presents the results of a soil and foundation
...
gat ion for a proposed residential development to be located at the
...
I
Chance Mining Claim, Aspen, Colorado. We previously conducted a prelil'inary
engineering geology investigation of the site under our Job No. 26,759 I
I
dated October 13, 1983. I
I
This report has been prepared to summarize the data obtained and ~o
present our conclusions and recommendations based on the proposed con-
-
...
...
struction and the subsurface conditions encountered. Recommended i
!
design parameters and a discussion of geotechnical engineering consider~
!
ations related to construction of the proposed facility are included. i
i
...
...
PROPOSED DEVELOPMENT
We understand that it is planned to develop the site as a
I
residential
I
I
...
subdivision. Specific grading plans were not available at the time of
this investigation. Five single story residences are proposed for the
...
upper portion of the site. The residences are to be of wood frame and
...
masonry construction. No basements are currently proposed for the
residences. No construction is planned on the very steep slope to the I
,
,
south. Two duplexes are proposed at the lower portion of the site alon~
i
Ute Avenue. The duplexes are to be of two story wood frame construction].
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!
...
...
It is also proposed to divert the mine drainage which exits the lower
...
Durant Tunnel to form water features including ponds, waterfalls, and
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,
\
,
If loadings or conditions vary significantly from those described I
above, this office should be contacted to re-evaluate the recommendation~
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streams surrounding the proposed structures.
For the purposes of this
report, foundation loadings are assumed to be light to moderate.
...
...
-
-3-
...
~
contained in this report.
I
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,
We also recommend additional review once mo~e
!
detailed grading and building plans have been prepared.
...
SITE CONDITIONS
~
The site of the proposed development is located on the Chance
-
Mining Claim at the base of Aspen and Bell Mountains south of Ute Avenue
i
!
in Aspen, Colorado. A fairly detailed discussion of the site conditioqs
i
I
The site generally consists of two
!
!
relatively flat areas; one at the southern portion of the site below tJjte
I
i
lower Durant Tunnel and the other at the north side of the site adjace~t
,
i
,
is presented in our earlier report.
-
...
...
Ute Avenue.
The area between the two consists of mine rock waste or
tailings slopes of irregular topography with grades varying
I
from moderate
I
I
consist$ of a very steep slope (60% to 80%).
developme~t
i
,
...
to very steep. The area to the south and above the proposed
-
...
Two streams were observed on the site. The first originates fromi
!
I
the Durant Tunnel portal and has been directed along the south side of!
I
an existing metal building toward the west and off the site into a pre+
I
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existing, apparently natural drainage. The second stream originates i
-
from a spring near the east side of the site.
i
The stream flows towards
i
~
the north feeding two existing ponds. Flow from the tunnel portal is
lower stream flow was estimated approximately 2 to 5 gallons per
j
The i
I
I
,
minut~.
,
i
field:
-
sizeable and estimated at approximately 30 gallons per minute.
...
The site was covered with 2 to 4 feet of snow at the time of our
investigation.
-
FIELD INVESTIGATION
The field investigation for the project was,conducted in
Decemberl
I
,
I
...
...
-
-4-
-
of 1983, Thirteen test hOles were drilled at the locations shown on
...
Fig~re 1 to.exp1ore subsurface conditions and seven additional holes
-
were drilled for percolation tests,
Locations of the exploratory
I
!
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holesl
-
,
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i
!
,
I
,
determine~
!
were determined by reference to topographic features and building
envelopes staked in the field by the client.
Elevations were
from contours on the plan provided.
-
Test holes were advanced through the overburden soils and fill
-
with 4-inch diameter solid stem and 7-inch diameter hollow stem con-
tinuous flight augers. The test holes were logged by a representative
...
of Chen & ASsociates.
Samples of the subsurface materials were taken with 2-inch and 1
...
3/8-inch 1.0. spoon samplers. The sampler was driven into the various
....
strata with blows from a 140 pound hammer falling 30 inches. This test
is similar to the standard penetration test described by ASTM 0-1586.
-
Penetration resistance values, when properly evaluated, indicate the
relative density or consistency of the soils. Depths at which the
,-
samples were taken and the penetration resistance values are shown on
...
the Logs of Exploratory Holes, Figures 2 and 3.
Measurements of the water level were made in the test holes by
-
lowering a weighted plumb line into the open holes shortly after com-
pletion of drilling and- within a few days subsequent to drilling. The
...
location of water levels measured and the number of days subsequent to
drilling are shown on the Logs of Exploratory Holes. Due to repeated
-
snowfall after drilling, many of the holes could not be relocated for
...
water measurements. Slotted P.V.C. pipe was installed in three of the
test holes to monitor future water levels.
...
-
.
,
!
'I
i
\
!
I.
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-5-
...
LABORATORY INVESTIGATION
...
Samples obtained from our exploratory holes were examined and
testing included standard property tests, such as natural moisture
]
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,
i
liquid and plastic]
i
...
classified in the laboratory by the project engineer.
Laboratory
-
contents, dry unit weights, grain size analyses and
limi ts.
Chemical testing of the leachate extracted from samples of mine
!
...
and mill tailings at the site were performed on selected samples.
...
The results of laboratory testing program are shown on Figures i
i
,
6 through 8 and the attached Summary of Laboratory Test Results, Table!
I. The results of the leachate assay are presented in Table II.
...
Laboratory testing was conducted in accordance with applicable ASTM
...
specifications.
-
SUBSOIL CONDITIONS
-
The subsoil conditions encountered in the exploratory holes were
erratic.
!
Holes drilled in the upper portion of the site (Holes 4 thro~gh
...
i
13) encountered a variable depth of fill consisting of mine waste and i
!
i
mill tailings. The fill material is of variable type and density, buti
-
consists predominantly of cobble sized rock fragments.
Portions of
I
i
the
1
...
fill consist of silty sands and gravels. The density of the fill
generally ranges from loose to dense.
-
Natural soils encountered at the site generally consist of a mixtmre
!
of sand, gravel and clay overlying relatively clean gravels.
The upper
1
-
natural soils encountered in several holes consist of a mixture of
,...
clayey sands, clayey gravels, and sandy gravelly clays.
The clays
i
are'l
1
,
I
are
I
I
i
generally of low plasticity and very silty. The upper mixed soils
...
generally range from medium dense to very dense. The clay portions
...
~
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-6- !
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!
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generally stiff to very stiff. These mixed soils contain occasional 1
I
cobbles and boulders. I
i
The lower gravels are generally sandy and slightly silty. The I
i
gravels contain a significant fraction of cobbles and boulders. The i
I
lower gravels are generally dense to very dense. Refusal to auger I
j
drilling was encountered due to material size and density in seven of i
"
-
-
...
...
the exploratory holes.
...
...
...
80 feet.
-
No free water was encountered in Holes 1, 2 and 4 through 13 at
,
the
I
,
time of drilling. Water was measured in Hole 3 at a depth of 3 feet
...
below the ground surface at the time of drilling and when checked one
day later. It is possible that free water may develop in some of the
-
other exploratory holes subsequent to drilling. Some samples obtained
-
were of high moisture content. Due to repeated snowfall within the
project area, it became impossible to relocate exploratory holes for
...
water level measurements. Based on our observations, it appears that
some localized seepage and/or perched water may exist in some portions
...
of the site.
...
...
FOUNDATION RECOMMENDATIONS i
,
,
Considering the proposed type construction, the conditions en- II
countered in the exploratory holes, and the results of our laboratory I
testing, two alternative foundation systems appear feasible for support I
!
,
...
...
...
-7-
...
...
i
!
of the proposed structures. A deep foundation system consisting of \
or driven piles into the natural granular soils are recommended in areas
i
. I
where a fairly large depth of tailings is present and where removal 1s1
,
I
not feasible. Where fill depths are shallow or nonexistant, a spread I
i
footing foundation system bearing on the natural soils is recommended.!
i
...
...
...
Due to the erratic type and density of the tailings deposit, this]
I
,
fill is considered unsuitable for s~pport of foundation loadings. Whe~e ~
I
a fairly shallow depth of fill exists, removal is recommended. In the~e
i
i
areas, structural fill may be placed to restore grade to the desired 1
,
i
elevation. Conventional spread footings may be founded either on natu~al
I
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I
soils or on compacted structural fill. Where greater fill depths make:
i
,
removal impractical, a foundation system penetrating the upper fill andl
...
-
-
...
extending into the natural soils will be required. Recommendations
for!
I
I
I
both deeP and shallow foundation systems are discussed below.
...
-
Pile Foundation: Based on the subsurface conditions encountered in the!
i
upper portions of the site and the proposed construction, we recommend i
1
!
the structures be supported on friction piles. The design and construction
I
details presented below should be observed for a driven pile foundationi
!
...
syst em.
,
,
1
I
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I
The piles should consist of a heavy steel H section with tip rein- i
I
,
1
i
I
The pile capacity will be combination of friction between the pile i
1
!
,
1
I
I
!
I
forcement to prevent pile damage during driving.
-
1)
....
2)
~
and the surrounding soil and end bearing.
The piles should be
designed based on a skin friction of 500 psf and an end bearing
....
pressure of 10,000 psf.
End bearing should be based on the total
area enclosed by H pile flanges. The upper 5 feet of penetration
,...
...
!'"
i""
,
,
I'"
I: '
l"'"
l"'"
r
l"'"
I
!'
r"'
r-
,
~
l
r-'
...
,
!'
,
....
r"'
r"'
I
-
-
i"'"
--.- 7)
-
r"'
I
--
r"'
!
-8-
or any fill should be neglected in the computation of pile capaci y.
3)
Piles should penetrate at least 15 feet into the natural granular
soils.
4)
Lateral resistance to horizontal forces can be resisted by batter d
piles. It is normal to assume a battered pile can resist the sam
axial load as a vertical pile of the same type and size driven to
the same depth. The vertical and horizontal components of the loa
5)
will depend on the batter inclinations. Batter should not exceed
horizontal to 4 vertical. I
Groups of piles required to support concentrated loads will requirl
an appropriate reduction of the estimated bearing capacity based 01
the affected envelope area of the pile group. This reduction can
be avoided by spacing piles a distance of at least 3 diameters
center to center. Pile groups spaced less than 3 diameters center
to center should be studied on an individual basis to determine the
appropriate reduction for both lateral and axial capacities. Based
, I
on the proposed type construction, grouping of piles will probably
not be required.
6)
All piles should be advanced to design penetration with an approved
pile hammer. The manufacturer's rated energy output of the hammer
should be between 1,800 to 2,000 ft/lbs per square inch of steel
section. Pile tip elevations necessary to achieve required capacit
will vary across the site depending upon depth of tailings, surface
elevation and design loading. Pile tip elevations should be specifi d
for each pile. We recommend that the pile design be reviewed by
this office prior to construction.
A representative of the soil engineer should observe all pile
driving operations.
...
-11-
-
9)
A representative of the soil engineer should observe all footing
excavations prior to concrete placement.
...
-
....
Foundation Alternatives; Drilled "Augercast" piles may be considered
as an alternative to driven piles. Difficult drilling conditions are
likely based on conditions encountered in the exploratory holes. Test
piles should be attempted by the contractor prior to construction to
demonstrate ability to penetrate the soils at the site. We will be
available to provide additional recommendations for this alternative
if required.
-
-,
-
-
...
FLOOR SLABS
The natural on-site soils exclusive of topsoil are suitable to
support lightly to moderately loaded slab-on-grade construction. Floor
slabs should be separated from all bearing walls and columns with an
expansion joint which allows unrestrained vertical movement. Floor
slabs should be provided with control joints to reduce damage due to
shrinkage cracking and the slabs should be adequately reinforced. A
gravel leveling course should be placed beneath the floor slabs.
The existing man-placed fill (tailings) is considered unsuitable
for support of floor slabs. In these areas, the tailings should be
removed and replaced with properly compacted structural fill. As an
alternative to removal of the fill, a structural slab supported on the
building foundations may also be considered. All fill material for
support of floor slabs should be placed and compacted according to the
criteria presented in "Site Grading."
-
;'"'
....
-
-
-
-
1""'
...
...
,
,
1
I
,
1
,
\
i
We understand that no below grade construction is currently pro- I
,
-12-
.,..
FOUNDATION WALLS AND RETAINING STRUCTURES
""'
...
posed.
I
I
i
retaining!
;
,
However, due to the fairly steep slope configuration, some
retaining structures may be required.
Foundations walls and
...
structures which are laterally supported and can be expected to undergq
-
,
only a moderate amount of deflection may be designed for a lateral ear~h
!
pressure computed on the basis on an equivalent fluid unit weight of 40
I
I
Cantilevered retaining structures, which car
deflect sufficiently to mobilize the full active earth pressure conditipn,
may be designed for lateral earth pressure computed on the basis of an \
...
pcf for granular backfill.
-
equivalent fluid unit weight of 35 pcf for granular backfill.
-
...
All foundation and retaining structures should be designed for
appropriate surcharge pressures such as adjacent buildings, traffic and I
i
construction materials. An upward sloping backfill surface also increa~es
\
the earth pressures on foundation walls and retaining structures. I
1
I
The lateral resistance of retaining wall foundations placed on i
undisturbed natural soils at the site will be a combination of sliding
...
...
...
resistance of the footing on the foundation materials and the passive
-
,
,
,
!
bottom of the footing can be taken as 0.4 times the vertical dead load. I
1
1
\
,
,
pressure against the side of the footing.
Sliding friction at the
Passive pressure against the sides of the footing can be calculated
...
based on an equivalent fluid unit weight of 350 pcf.
-
We recommend on-site granular soils for backfill and foundation
walls and retaining structures because their use results in lower
lateral \
i
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\
\
I
!
1
I
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I
"
...
earth pressures.
Granular materials should be placed to within 2 feet
of the ground surface.
The upper 2 feet of wall backfill should be a
...
relatively impervious soil or pavement structure to prevent surface
water infiltration into the backfill.
...
'i,
,...
-13-
....
i
1
Foundation wall backfill materials and fill placed against sides ~f
,
I
i
I.
-
footings to resist lateral loads should be placed and compacted in
-
accordance with the criteria presented in "Site Grading."
,...
protected by an underain system.
Although free
i
\
I
,
I
,
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I
I
I
I
,
,
water was not encounterrd
-
UNDERDRAIN SYSTEM
If the lower level of the structure is below grade, it should be
-
,...
-
by free-draining granular material. This free draining gravel should
connect to the underslab gravel. The drain pipe should be placed at
~
least I foot below the lowest adjacent floor level or grade or at the
,r-
base of retaining walls. The drain line should be sloped at a minimum
grade of 1% to daylight or a sump where water can be removed by pumping
,...
or gravity drainage.
,'"
SITE GRADING
-
Cut and Fill Slopes:
We observed no signs of major slope instability
during our field investigation in the area proposed for development.
,...
Natural hillsides in the area appear to have a stable geologic history.
,...
i
I
~fajor stability problems are not anticipated if site grading is carefully I
!
planncd and cuts and fills do not exceed approximately 20 feet in height. 1
!
,
I
I
!
i
can be expected.
Regrading of the existing steep tailings slopes is
-
At prescnt grades, sloughing and surfcial erosion of the tailings slopes
-
rccommended.
Major cuts for general site grading except for foundation excavation
-
...
I
I
I
1
I
I
I
!
i
!
I
I
I
. !
are not recommended. Permanent unretained cuts in the overburden so~~s
1
and in the existing tailings less than 20 feet in height may be 1.5 i
I
horizontal to 1 vertical. The risk of slope instability will beSign1ficantlY
increased where cuts are deeper or if seepage is encountered. If !
!
seepage is encountered in permanent excavations, an investigation sho~ld
I
-14-
...
...
,...
...
be conducted to determine if the seepage will adversely affect the
!
cut!
i,
...
-
stability. I
I
Good surface drainage should be provided around all permanent cutf
I
to direct surface runoff away from the cut face. Cut slopes and otherl
!
stripped areas should be protected against erosion by revegetation or
-
other methods.
...
Fills up to 20 feet in height can be used if the fill slopes do nft
...
exceed 1.5 horizontal to 1 vertical and the fills are
I
properly compact~d
I
I
should be carefully
!
and drained. The ground surface underlying all fills
...
prepared by removing all organic matter, scarification to a depth of
i
8 inches and recompacting to 95% of the maximum standard Proctor density
i
,
prior to fill placement. Fill should be benched into hillsides exceed~ng
...
...
5 horizontal to 1 vertical.
,...
No formal stability analyses were performed to evaluate the slopes
I
!
recommended above. We recommend continued monitoring of water levels ~n
I
cased holes. We recommend additional review and analysis be performed i
,
.~
...
-
...
A soil engineer should approve all fill utilized on the site prior to
...
placement.
...
,
!
I
I
'I
I
I
I,
-15- I
I
!
I
!
Compaction Specifications: The following compaction criteria are recofmended:
1) Compaction of fill materials should be achieved near optimum moisture
I
,
I.
content. i
I
2) A representative of the soil engineer should observe fill placeme~t
I'""
,....
r-
-
operations on a full time basis.
4)
i
I
All fill placed within building limits, within 3 feet of pavement!
i
grade and for passive resistance behind retaining walls should be I
I
!
compacted to at least 95% of the maximum standard Proctor density I
,
I
(ASTM 0-698) near optimum moisture content. !
i
Fills placed beneath spread footings should be compacted to 100% 9f
the maximum standard Proctor density.
-
3)
-
,....
I'""
be compacted to a minimum of 90% of the maximum standard Proctor
,
I
shbuld
!
I
I
5)
Miscellaneous over lot fills and general retaining wall backfill
-
-
density.
Excavation Considerations:
In our opinion, excavation of the near
I
I
excavation
1
...
surface soils should be possible with conventional heavy duty
equipment. Difficult excavation may be encountered in confined
excavations
I
,
-
due to material size and density.
...
DESIGN OF WATER FEATURES
-
,
I
Based on the conditions encountered in our investigation, we rcco~end
i
I
that all water features be provided with an impermeable lining to preve~t
...
water losses into the permeable tailings and natural soil deposits.
I'""
Lining may consist of concrete, asphalt, synthetic membrane or other
appropriate materials. Some of the natural soils and portions of the
,...
upper fill will be erodable when subjected to beach or stream type
-
...
i
\
I
i
,
I
1
,
I
,
!
action. These areas should be provided with riprap or other erosion I
I
protection. A synthetic or graded granular filter should be provided ~s
i
a transition between the riprap and the underlying soils. Ponds should
\
1
1
not be constructed directly adjoining structures. Where ponds are i
-16-
...
-
-
-
...
,
constructed within 10 feet of buildings, they should be provided with ~n
i
I
i
adequate underdrain system to prevent wetting of the lower level of the
I.
-
structure.
...
PERCOLATION TEST RESULTS
...
I
!
As part of our investigation, we were requested to perform percolation
i
Six percol~tion
!
!
I
I
1
1
conditions encountered at location IA consists of man-placed fill largely
,
i
Man-placed fill was encountdred
I
i
Subsoil
-
tests at two locations identified by the client's engineer.
,...
test holes were drilled at the locations shown on Figure 1.
comprised of mine waste and mill tailings.
to the maximum depth drilled, 15 feet, in the profile hole. The holes 1
...
were wetted immediately after drilling for percolation testing the
following day. During initial filling of the holes, generally large
f~
volumes of water were required to fill the holes. A subsequent snow
-
storm the following night obliterated the hole locations and prevented
performance of the percolation tests. Based on the conditions noted
-
during initial filling of the holes at location IA (Holes Pl-P3)
'I
percolation
i
I"'"
rates are estimated to be rather high.
The subsoil conditions encountered at the location 2A (Holes P4-P6) i
i
,
consisted of natural clays, sands and gravels. During the initial i
filling of these holes, considerably less water was required than for I
location IA. The percolation rate in this area is estimated to be I
I
moderate. i
-
...
..-
....
,
....
I
i
-17- !
I
1
i
I
In order to further evaluate percolation rates and conditions at I
1
I
the site, we recommend that additional testing be performed in the !
I
I
spring once snow and freezing conditions have subsided. !
1
!
I""
...
...
LEACHATE ASSAY
...
Chemical analyses were conducted on samples of the mine and mill
...
,
1
tailings encountered at the site to determine the amount of water leac4able
I
solutes including Lead, Mercury, Arsenic and Cyanides. The results of It he
I""
leachate assay are presented in Table II.
G~nerally high levels of le~d
i
were measured in leachate. Leachable lead measured, ranged from 18 pa~ts
1
...
per million (ppm) to over 4,000 ppm.
Mercury levels ranged from
i
0.5 tQ
!
...
3.75 ppm. Arsenic and cyanides were measured at low levels from 0 to 2j
I
ppm. Local health departments should be consulted to determine accepta~le
levels of these solutes.
...
...
WATER SOLUBLE SULFATES
....
The concentration of water soluble sulfates measured in samples
....
obtained from the exploratory holes ranges from 0.002% to 0.075%. This!
'I
I
concentration of water soluble sulfates represents a negligible degree i
,
"
of sulfate attack on concrete exposed to these materials. Based on this
I,
r-
information, we believe special sulfate resistant cement will not be
required for concrete exposed to the on-site soils.
...
....
i
SURFACE DRAINAGE I
i
The following drainage precautions should be observed during constr~ction
and maintained at all times after the facility has been completed: I
I
\
i
....
....
,...
....
-18-
1)
Excessive wetting of the soils exposed in the foundation excavati~ns
and underslab areas should be avoided during construction.
...
2)
The ground surface surrounding the exterior of the building
i
I
shoull:!
I
1
wb
!
,...
,...
be sloped to drain away from the foundation in all directions.
recommend a minimum slope of 6 inches in the first 10 feet.
3)
Roof downspouts and drains should discharge well beyond the
1. . I
lmlts
i
,
,
,
,
1
I
I
!
...
of all backfill.
,...
....
LIMITATIONS
This report has been prepared in accordance with generally accept~d
!
,....
....
geotechnical engineering practices in this area for use by the client I
I,
for design purposes. The conslusions and recommendations submitted in I
I,
this report are based upon the data obtained from the exploratory holes!
I
....
drilled at the locations indicated on the exploratory hole plan. The
nature and extent of variations between the exploratory holes may not
....
become evident until excavation is performed. If during construction,
existing fill, soil, rock and water conditions appear to be different
....
i
I
from those described herein, this office should be advised at once so i
!
re-evaluation of the recommendations may be made. We recommend on-site!
!
....
observation of excavations and foundation bearing strata by a soil
...
engineer.
CHEN AND ASSOCIATES, INC.
-
By
Michael J. Byle, P.E.
-
,-
Reviewed By
Richard C. Hepworth, P.E.
MJB/dc
....
cc: Ed Zasacki
David Finholm, Architect
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TI\~f. f~~ A!)INGS
SIEVE ANAL Y$IS
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COBBLES
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chen and associates, inc.
HvonOMETER ANAL YSIS
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OIAMFTEA OF PARTICLE IN MilLIMETERS
SAND
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COARSF
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43
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SIL T AND ClA Y
14
Oil
1.1()lI11J LIMIT
%
PLAStlC'TV INDEX
%
-
S^M~'l f OF
clayey sand and gravel
fROM Hole 13 at 20'
[,Ml IH M"IN(;~;
, StEVE ANAL VSIS ~
us s r ANDAflD SEAIE.S (';IEAR ~-;OtJAf,F, Oil! NINo is ,
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DIAMETER OF PARTIGLE IN MILLIMETERS
SAND
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fiNE COAl'S!.:
COBBl.ES
-
(',r~A"j! l
36
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46 %
SIL T AND C\.AY
18
%
-
lIOlJlD LIMIT
%
PLASTICITY INDEX
%
;",\M!'LL Of
silty gravelly sand
FROM Hole 13 at 60 I
-
26,759A
GRADATIO~4 TEST RESULTS
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... TABLE II
Job No. 26,759A
LEACHATE ASSAY
...
Sample Water Leachable solute by weight
... Hole Depth Lead Arsenic Mercury Cyanides
(ft) (ppm)* (ppm) (ppm) (ppm)
5 n (comb.) 4,160.0 0.10 0.375 0.095
- 6
11 4 28.0 0.05 0.15 0.085
I- 12 24 18.0 0.00 0.05 0.205
,-
...
*parts per million
-
....
Methodology:
CN- Extracted at pH 13 with NaOH.
Pb, As, Hg Extracted 24 hours at pH 5 as per Federal Register, Vol. 45,
No. 98,33127.
...
-
...
,-
I'"'
...
-
...
I'"'
...
...
...
...
...
...
...
...
...
,...
...
...
...
...
...
...
...
...
-
chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
5080 RD. 154 GLENWOOO SPRINGS, COLORADO 81601 303/945.7.458
January 10, 1984
Subject: Revised Leachate Assay,
Chance Mining Claim, Aspen,
Colorado
Job No. 26,759A
Aspen Chance, Inc.
P.O. Box 562
Aspen, CO 81611
Attn: Neil Myers
Gentlemen:
i
In reviewing our recent report submitted to you under the above jJb
I '
number, we have noted several values presented in Table II titled '~eaehate
Assay" to be in error. ,The volumes of leachable lead shown in the I
original table are correct, however, the values shown for arsenic, i
mercury and cyanides are erroneous. Please note the corrected values ~n
the attached Table II. Please delete Table II presented in our previo$s
report and substitute the corrected copy. . i
Appropriate changes should also be made in the text in Item
the Conclusions on Page 1 and under the heading "Leachate Assay"
17.
4 of I
on Page
I
!
We apologize for any inconvenience this may have caused you. If
you have any questions or require further clarification, please feel
free to contact me.
Very truly yours,
CHEN AND ASSOCIATES, INC.
By
~-
MJB/ sb
Rev. by: S.L.P.
cc: Ed Zasacki
David Finholm, Architect
OFFICES: CASPER. COLORADO SPRINGS. DENVER. SALT LAKE CITY
...
...
-
-
r-
/""
/""
...
-
I-
-
-
...
-
...
,-
...
~
-
chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
50,80 RO ,154 Gt.ENWOOO SPRINGS, COLORA[)O 81601 ~(13:~M;J' 74~jB
January 10, 1984
Subject: Revised Leachate Assay,
Chance Mining Claim, Aspen,
Colorado
Aspen Chance, Inc.
P.O. Box 562
Aspen, CO 81611
Attn: Neil Myers
Gentlemen:
Job No. 26,759A
i
In reviewing our recent report submitted to you under the above jo~
number, we have noted several values presented in Table II titled '~eacriate
I
Assay" to be in error. The volumes of leachable lead shown in the !
original table are correct, however, the values shown for arsenic, 1
mercury and cyanides are erroneous. Please note the corrected valueso~
the attached Table II. Please delete Table II presented in our previou~
report and substitute the corrected copy. '
Appropriate changes should also be made in the text in Item
the Conclusions on Page 1 and under the heading "Leachate Assay"
17.
i
4 of !
on PagJ
i
I
We apologize for any
you have any questions or
free to contact me.
inconvenience this may have caused you. If
require further clarification, please feel
Very truly yours,
CHEN AND ASSOCIATES, INC.
By
Michael J. Byle, P.E.
MJB/ sb
Rev. by: S.L.P.
cc: Ed Zasacki
David Finholm, Architect
OFFICES: CASPER. COLORADO SPRINGS. DENVER. SAL T LAKE CITY
,...
. .
-
TABLE II
Job No. 26,759A
LEACHATE ASSAY
i
Sample Water Leachable solute by weight i
i
I
Hole Depth Lead Arsenic Mercury Cyanides I
(ft) (ppm)* (ppm) (ppm) (ppm)
I
5 ~J (comb.) 4,160.0 0.10 0.375 0.095
6
11 4 28.0 0.05 0.15 0.085
12 24 18.0 0.00 0.05 0.205
-
-
...
-
-
-
*parts per million
,...
Methodology:
,...
CN- Extracted at pH 13 with NaOH.
Pb, As, Hg Extracted 24 hours at pH 5 as per Federal Register, Vol. 45,
No. 98,33127.
-
,-
-
...
i
,
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i
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, ",
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13 O~"" th g~len~i~he e t
asp ~IJ~',C? r o..a;lt'~;'i1611
'3b3~U5 7..1.&!O
...
r-
-
MEMORANDUM
i"'"
TO: KAREN SMITH, A.I.C.P.
... SUNNY VANN, Planning Dept.
FROM: JIM HOLLAND, Director of Parks J+r'
-
DATE: January 12, 1984
RE: " ASPEN CHANCE SUBDIVISION "
...
-
i
i
I met today with David Finholm at the proposed site of the Aspen I
Chance Subdivision. Having walked the area and reviewed the Conceptual I
Site Plan with Mr. Finholm and their landscape contractor, I feel comfot-
\
table with their plans for this area and have received their verbal assorance
i
that the following items of concern will be noted during application ana
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construction, if approved.
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There are 4 existing trees on site that I am particularly concerned
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with leaving undisturbed. Clumps of trees other than those will most I
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certainly be preserved for screening as well, and even added to, but the
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Conceptual Site Plan illustrates proper concern for them. Most do not
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Please note the approximate locations of these trees on the
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attach~d
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apply under Ordinance anyway.
plan.
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[A]
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one 20" cottonwood just east of the tennis courts, near I
Ute Avenue I
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three very prominent 15" fir near the middle of the proP4rty
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[B]
[C]
My final concern
of the property,
be disturbed.
is that the tree
starting roughly
,
line in the south corndr
along the 8030 line, n1t
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W"'TER RIGHTS "'NO IU50URCES
W"'TER SUPP~Y "'ND DISTR1IUTION
W"'TER "'ND SEW"'GE TAE"'TMli:NT
SEW"'GE CO~~ECTION "'NO.REUSE
STOAM DR....NAGE AND "LOaD CONTRO~
IRR.GATION . SU.SURFACE DRAINAGIt
ENERGY DItVl:lQPMENT
INDUSTRIAL WASTES.
FIRE ~ROTECTION
OTHER WATER.ORIENTEP PROJECTS
February 10, 1984
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I'I0IllAlD C MclAUGH~IN
H...~FORD E ERICI(SON
DOUGLAS T SOVERN
Wlll'AM T"'GGART
1t0lERT C...ltlEY
WilliAM l(ENDALl
CHAR~E5 H"'RDT
R"l~H l OR EN
JOHN T M ~ANE
GENE" "REl~
MICHAEL E MERCER
JOHN M ~FLAUM
MICH"'EI. R GALUZZI
1'I0N"l~DVOR"K
JON H SO ENSEN
J. HAROl 1t0lEATS
J"'CK W. stEINMEYER
LEANDER. URMY
DISON A. ~"~MEA
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COMPLETE ENGINEERING SERVICES
IN THE SPECIALTY FIELDS OF'
McLAUGHLIN WATER ENGINEERS
ENGINEERING CONSULTANTS
20420 AL.COTT STREET
DENVER, COLORADO 80211
13031.4158.15550
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David Finholm and Associates
P. O. Box 2839
Aspen, Colorado 81612
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RE: Drainage Study for the Aspen Chance Subdivision i
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Dear Mr. Finholm: i
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We are pleased to submit the attached Drainage Study for the Aspen Chance SUbdivisIon.
The study is divided into two basic sections: On-site drainage considerations and m.jor
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drainage considerations. i
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The on-site drainage section addresses the impact of the proposed development on Ithe
historic drainage patterns at the site, including run.off quantity and quality. A ~lan
for stormwater runoff routing and detention is proposed which provides for releasi at
historic rates and prevents excess runoff from contamination. i
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The major drainage section addresses the Spar Gulch Drainageway. The immed+te
action proposed for Spar Gulch is the provision for conveyance of the lOa-year flow
through the site with a minimum of one-foot of freeboard to the first floor of ~ny
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structure. To preserve a route for the future Spar GulCh/West Aspen Floodway I as
proposed in the City of Aspen's Urban Runoff Management Plan, an easement is propo~ed
for dedication to the City. I
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maintainable system
Runoff Management
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We believe this drainage plan for the Aspen Chance Subdivision proposes a workable,
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development that preserves the goals of the City's Urban
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We are available to discuss the report and proceed with final design at your requeft.
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for the
Plan.
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Respectfully Submitted,
~~.flk~~-,
V3';h~-M. Pflau~ ~---
JMP!WCT:cr
83-107
Enclosure
U~2~";-
William C. ;:jfr;'"
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BRANCH OFFICES
ASPEN
0139 VENTNOR AVENUE
ASPEN, COL.ORADO 81611
LAKE DILLON
P. O. BOX 2098
DILLON, COLORADO 80435
TULSA
9726 E. 42ND STREET, SUITE 112
TULSA, OKLAHOMA 74145
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DRAINAGE STUDY
FOR THE
ASPEN CHANCE SUBDIVISION
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PREPARED FOR
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DA VID FINHOLM AND ASSOCIATES
ASPEN, COLORADO
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BY
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McLAUGHLIN WATER ENGINEERS
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ASPEN, COLORADO
FEBRUARY, 1984
83-107
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SITE DESCRIPTION \
The site is the location of the Chance Mining Claim at the base of Aspen and ~ell
Mountains southwest of Ute Avenue in Aspen, Colorado (Figure 1). Spar Gulch dr~ins
approximately 590 acres and traverses the northwest corner of the site. The Dur$nt
Mine portal is also lOcated at the site, and a fairly constant flow approximately \30
gallons per minute originates at the tunnel portal and flows west and north into ~he
Spar Gulch drainageway. A spring located at the east side of the site yields a fl~W
of approximately 2 to 5 gallons per minute. I
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A) to determine the drainage impact of the propos~d
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Determine the runoff flows for the 5-year and IOO-year storm events for existi),9
conditions. r
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Determine the runoff flows for the 5-year and IOO-year storm events for develoP,d
conditions. i
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Evaluate the data from 1 and 2 to determine the excess volume of runoff creat~d
by the development and thus the volume of runoff required for detention. I
ON-SITE DRAINAGE CONSJDERA TJONS
Calculations were made (Appendix
development as follows:
1.
2.
3.
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Runoff calculations were made based on the Rational Method and guidelines for use df
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the method as contained in the Denver Drainage Criteria Manual. New Time-Intensitr
Frequency curves based on the NOAA rainfall were developed for use in the runo~f
calculations. I
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Existing Conditions I
Figure 2 shows the existing drainage conditions for the site. Runoff from the mountai~
is tributary to the site or to Spar Gulch as indicated. The drainage basins have beet
divided into off-site tributary areas, totalling 4.8 acres, and on-site drainage areasf
totalling 3.8 acres. As Figure 2 illustrates, the tributary drainage can be divided int~
Basin A (4.6 acres) tributary to the tennis courts area and Basin B (4.0 acres), tributar
to the Ute Avenue area east of the tennis courts. Table 1 summarizes the results 0
the calculations for existing conditions runoff.
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PropOll8d Conditions i
Figure 3 shows the proposed development site plan for the property. Seven residendes
are proposed to be constructed in the building site area of the property below the 80~0
foot elevation line. For runoff calculations, the impervious areas of the site (relof
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areas, pavement, etc.) were measured and "developed" conditions runoff factors w,re
determined. The peak flows for developed conditions are shown in Table 1. i
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TABLE 1
SUMMARY OF RUNOFF CALCULATIONS
Existing Conditions
Developed Conditions
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5-Year Storm 100-Year Storm 5-Year Storm 100-Year Stor",
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Basin A 2.6 cfs 5.8 cfs 5.0 cfs 10.5 cfs ,
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Basin B 2.3 cfs 4.3 cfs 4.3 cfs 9.7 cfs
Proposed Site Drainage and On-Site Detention
The development site's location in an area of mine tailings poses a unique problem ffr
storm drainage routing. The basic concept is that water quality should not be worsened
by the development. That is, additional runoff created by the impervioussurfacFS
should be directed away from tailings areas and not allowed to seep through and pe
contaminated by the leachable lead, mercury, arsenic and cyanides present in the tailings.
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To accomplish this, we propose that the site drainage be directed to the paved stre1ts
and drives, along which the runoff will then flow via street gutter, sealed roadsi~e
channel and storm drain pipe to the tennis court parking lot which will be used as I a
detention area with a controlled outlet (See Figures 3 and 4). Flow will be direct~d
from the controlled outlet to an intermediate sedimentation basin and a dry well locatfd
in a depression out of the tailings area. Thus, the parking lot serves a dual purpose rs
a detention area which prevents rllnoff from leaching through the mine tailings a?d
releases flow at the historic rates. The dry well will be constructed by excavating im
area to an appropriate depth, (10 foot minimum) constructing a perforated access manho~e
with an open grate cover and backfilling with free draining gravel. Winter conditiors
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prevented performance of the percolation tests in this area, but the percolation rkte
was estimated to be moderate. If the dry well area is surcharged by an extreme ev+t,
overflow would be directed along the east entrance drive to Ute Avenue andtljlen
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toward Glory Hole Park. Since the controlled outlet, conveyance system and dry Well
are permanent structures, it is important that they be easily maintained. Access ~or
maintenance is provided at the detention outlet structure, the intermediate manhejJe,
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the sedimentation basin and at the dry well structure. Inlet grates at the detention
area structure will aid debris control, and trash racks are recommended for the ou~et
pipes at each structure. Silt control is provided for at the sedimentation basin and ~so
at the dry well structure by a layer of filter fabric beneath a shallow layer of frfe-
draining rock. The filter fabric could then be replaced periodically at minimal cos~.
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An important component of the drainage plan is the site grading in the immediate a1ea
of the residences. The grading of each individual lot should be designed to direct
surface runoff toward the adjacent streets, channels and inlets which are the conveya~ce
routes to the detention area. We understand that the site grading will include a fi~al
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12-inch to l8-inch layer of topsoil grade material for a planting base. We recomm~nd
that this soil layer have a substantial percentage of clayey materials to reduce infiltratIon
and aid in directing surface runoff away from structures and to the streets.
Special Site Drainage ConsideratiOO8 I
The existing stream originating from the Durant Tunnel portal is proposed to be used I as
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a decorative waterway throughout the site. The flow from the tunnel has been estima1ed
to be approximately 30 gallons per minute, has a minimal seasonal variation and is lof
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good quality. I
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The decorative waterway channel and ponds should be sealed against water loss i~to
the permeable tailings and subsoils. We propose a system as shown on Figure 5, whibh
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consists of a layer of polyethylene material with a 4 to 5-inch concrete overlay. Rand~m
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rocks are then placed loosely or grouted in place. It should be noted, that the sorls
report recommends the provision of an underdrain system for sealed ponds near bUildin~s
for groundwater control. !
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It is our understanding that a portion of the Durant Tunnel water is presently beitg
diverted for domestic use via a small pipeline, and that water rights exist for t~is
diversion. We recommend that this diversion be investigated during final design and th~t
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if appropriated water rights exist then the design of the control structure at the tU1nel
portal should include provisions for diversion and conveyance of the decreed flow. I
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A second source of surface water appears to originate from a spring near the east ~d
of the site. The flow here was estimated to be approximately 2 to 5 gallons per min~te.
It is believed that this flow is also from the Durant Tunnel portal rather than frort, a
separate spring source. This should become apparent once the flow from the portal is
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controlled. However, if this flow is from a separate source, then a separate sp~ing
box should, be designed to control the flow. This flow could then be used to supplemfnt
the decorative waterway flow. i
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MAJOR DRAINAGE CONSIDERATIONS I
The City of Aspen Urban Runoff Management Plan proposes a route for the sbar
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Gulch/West Aspen Floodway which carries floodwater in a man-made channel in frbnt
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of the Durant Tunnel portal and then to the Roaring Fork River. The proposed
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development occupies this route, and thus a preliminary analysis has been done regar~ing
an alternative floodway route as part of this study. The intent of the analysis isi to
identify a new route for the Spar Gulch Floodway, determine the channel characterisJics
required to convey the 100-year flow of 300 cfs and determine the minimum right-~f-
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way required. , This right-of-way would then be dedicated to the City by the Owrer
to preserve the City's Runoff Management Plan. However, it should be noted that ~his
drainageway route is largely for emergency purposes as much of the mountain runbff
is diverted away from Spar Gulch. The most important item is the provision of a fl~W
route. Some damage and repair maintenance is unavoidable and should be planned onl in
the future by the City and/or adjacent property owners. !
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Figures 5 and 6, respectively, show the proposed cross section and right-of-way ro~te
for the future Spar Gulch Floodway. The route proposed for dedication to the City
follows an existing roadway and works well with the site proposed by the Master Plan tor
a future sedimentation and debris basin. It is important that the future debris contrOl
basin be designed to allow overflow into the historic Spar Gulch drainageway for eveits
in excess of the lOO-year flood. Figure 6 also shows how the proposed floodway route
compares to the original Master Plan floodway route.
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Under present conditions for Spar Gulch and with the proposed development
analyses were made to determine the channel geometry required to convey
in place,
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the lY-
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!
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!
!
year flow of 300 cfs through the property. Typical sections and the channel route fre
shown on Figures 5 and 6, respectively. Criteria for the channel design included pot
only treatment of the side slopes for erosion protection but also the provision of a one
I
foot minimum freeboard between the 100~year water surface and the first floor eleva~ion
of any structure. Under present conditions (i.e. pre~floodway) the 100~year flow wduld
I
be conveyed through the site and would then overflow the Alps Road where an 18-ipch
culvert presently exists. Flood flows would then continue across Ute Avenue andl to
I
Glory Hole Park. I
i
,
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I
I
I
drainage plan presented herein is a realistic, maintainable plan for ~he
. I
management of storm water at the proposed development. Storm~water detentIon has
I
been designed to minimize the impact of the increased volume of runoff generatedl by
I
the site while the sedimentation basin/dry well has been designed to minimize fhe
adverse water quality impact from the site runoff. Special attention has been given
I
to winter conditions in the design, for example, providing storm drain structures at I~ast
I
6 to 8 feet deep to guard against ice clogging. Lastly the option for constructionl by
the City of Aspen for the Spar Gulch/West Aspen Floodway has been preserved I by
I
provision of an easement for the floodway to be dedicated to the City. I
,
I
-
-
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-
-
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Summary
The preliminary
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REFERENCES
1.
Urban Runoff Management Plan, City of Aspen, Colorado, Wright-McLaug !in
Engineers, August, 1973.
2.
Soils Report for the Aspen Chance Subdivision, prepared by Chen and Associatl s,
February 1984.
NOAA Atlas, Volume III, Colorado, National Oceanic and Atm08Pherl ic
Administration, 1973.
I
Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control Distrirt,
as revised, 1982.
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AMENDMENT TO
P.U.D. AND SUBDIVISION AGREEMENT
FOR
ASPEN CHANCE SUBDIVISION
,
This Amendment is made and entered into this day bf
, 1986, by and between the CITY OF ASPEN, Colorado,la
municipal corporation (hereinafter referred to as "City"), Imd
ASPEN CHANCE, INC., a Texas corporation (hereinafter refer~,ed
to as the "Owner"). I
R E C I TAL S I
________ I
I
1, The Owner has submitted to the City for approval,
execution and recordation, the final plat and development p~an
of a tract of land situate within the City of Aspen, Colora~o,
and designated as "Aspen Chance Subdivision"; and I
,
2. The Owner and the City entered into that certaih
"P.U.D. a.nd Subdivision Agreement for Aspen Chance Subdivis~on"
(hereinafter referred to as the "P,U,D. Agreement") on i
July 25, ,1986, and recorded in Book 470 at Page 758 of thb
Pitkin County records, setting forth certain conditions a~d
requirements in connection with the approval, execution arid
recordation of the Plat; and I
3. Article IV, paragraph B, page 6 of the P. U. D. !
Agreement.. provides that the Owner may, on its own initiatite,
at any time petition the City for an amendment to the P.U,p.
Agreement and the exhibits attached thereto or to extend any of
the time' periods or modify the specific time required fot
performa1')ce, said time periods being based upon certain I
assumptions set forth in paragraph B. i
I
!
forth in Article IV, paragrap~ B
proven to be incorrect in the
i
I
i
The completion of the bidding, contractor selecti~n,
and implementation phases to meet the dates indicated
in the original construction schedule did not occ~r
in an expeditious manner; and I
!
B. The required labor and materials were not availabte
during each phase as anticipated; and I
C. The sale of the residences has not occurred at a tate
that permits the phasing suggested in the Develop~ent
and Construction Schedule. I
,
The Owner has demonstrated by a preponderance of the evidefce
I
i
i
4, The assumptions set
of the P, U. D. Agreement have
following respects:
A.
;0-\
-
"
that a ba~i~ exists for such extension and adjustments due bo:
the failure of the assumptions set forth in the P.U.D. I
Agreement; certain unforeseeable circumstances; acts of God ~nd
other eve~ts beyond the control of the OWner despite good fa~th
efforts on its part to accomplish the same. I
. I
5. The OWner and the City have agreed to minor chang4s
in the P.U.D. Agreement consistent with Section 24-8.26(a) ~f
the Aspen ,Municipal Code which enables the Planning Directo~
to authorize certain minor amendments of a P.U.D. plan without
additional public hearings, The Planning Director has I
considered: the Owner's request to change the development I
restrictions on two lots by "exchanging" the restrictions I
placed on' the two lots, The Planning Director has also i
considered' the OWner's request to amend the Construction I
Schedule for the Aspen Chance Subdivision to reflect certai~
delays in the progress of the construction. i
!
WITNESSETH: i
---------- I
NOW, THEREFORE, in consideration of the mutual covenantf
herein contained, and the approval and recordation of the PI~t
by the City, it is mutually agreed that the development i
restrictions for Aspen Chance Subdivision as set forth in the
P.U,D, Agreement are amended as set forth below: i
,
,
1. Article I, Page 2 of the P.U.D. Agreement, is amendf,d
to read as follows: ,
,
I
'[
1.
GENERAL DEVELOPMENT PLAN
\
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I
i
includ~s
!
The Aspen Chance Subdivision as shown on the Plat
the following elements:
I
A. Lots 3, 5 and 7 may contain duplex structures!
containing ,a free market dwelling unit and a one (1) bedrooml
employee do/elling unit deed restricted to moderate' income !
rental guidelines, both contained in a structure as shown oni
the preliminary Plat of the Aspen Chance Subdivision. I
!
BI. Lots 1, 2, 4, and 6 shall be limited to a fre~
market one family dwelling, i
!
C. Fee Simple Lots. Lots I through 7 are seven I
(7) separat~ly designated fee simple lots, as shown and note~
on the Plat. Each such fee simple lot shall be deemed to :
include and' be augmented in size by an undivided one-seventh!
(1/7) inter~st in the "Common Area" indicated on the Plat. i
Prior to it~ conveyance by the OWner to any third party, each[
fee simple lot shall be deed or covenant restricted upon suchi
terms as shall provide that, with respect to Lots 3, 5 and 7,1
the use of the structures are limited to free market dwelling~
and associated one bedroom deed restricted employee dwelling I
- 2 -
~
,~
",
units both contained in structures as shown on the Prelimin~ry
Plat of the Aspen Chance Subdivision; and, with respect to l~ts
1, 2, 4, and 6, the use of the structures is limited to fr~e
market one family dwellings. The documents of conveyance ~o
any such fee simple lot shall expressly recite that the use lof
the property is so restricted. I
I
D. Employee Housing. The use and occupancy of t~e
employee housing units constructed on lots 3, 5 and 7 shall pe
and hereby are restricted by a covenant that runs with the l4nd
to a qualified employee as such is defined in S II below~
The employee residing in such unit may be charged a monthl~
rental not to exceed "moderate income" rental guidelines I
applicable at the time of rental. i
E. Site Data Tabulations. The Site Data \
Tabulations attached hereto and made a part hereof as Amende~
Exhibit "B" define and describe further and more specificalIty
the allocation of the uses anticipated within the Aspen Chan~e
Subdivision. !
i
,
2. Article II, Page 2 of the P.U.D. Agreement is amendkd
,
to read as follows: i
I
II.
EMPLOYEE HOUSING DEDICATION AND RESTRICTION
The OWner hereby covenants with the City that the thre~
employee units described above in S 1, paragraph D, to be i
constructed on Lots 3, 5 and 7 shall be each restricted in I
terms of their use and occupancy to rental and occupancy I
guidelines established by the City Council for moderate I
income employee housing. The owner of the lot shall have
the right to lease the unit to a qualified employee of his
selection. Such individual may be an employee of the OWner [
employed as a resident caretaker, provided such person fulfil]s
the definition of "qualified employee" set forth herein, !
"Qualified employee" as used herein shall mean any person i
currently residing and employed in the City of Aspen or Pitkin
County an average of thirty (30) hours per week, nine months I
out of any twelve (12) month period who shall meet the modera~e
income and occupancy eligibility requirements generally I
established and applied by the City in respect of employee I
housing. Verification of employment of those persons living ip
the employee units shall be completed and filed with the CitYi
Councilor its designee by the owner of the unit, If an owne~
does not rent the employee unit on his lot to a qualified I
employee, the employee unit shall be made available in [
accordance with Housing Authority guidelines, provided the I
Owner shall have the right to approve any prospective tenant,j
which approval shall not unreasonably be withheld. The I
standard "Housing Authority Employee Unit Agreement" shall bel
entered into prior to the issuance of a building permit for any
lot containing the employee housing units and that agreement I
I
- 3 -
,~
~
"
i
shall be filed with the City of Aspen Housing Authority. These
covenants shall be deemed to' run with lots 3, 5 and 7 as ~
burden thereto for the benefit of and shall be specifically
enforceable by the City by any appropriate legal action I
including injunction, abatement, eviction or rescission of[
noncomplying tenancy, for the period of the life of the longest
lived member of the presently existing City Council of the City
of Aspen, Colorado, plus twenty-one (21) years, or for a per~od
of fifty (50) years from the date of recording hereof in the
pitkin County real property records, whichever period shall ~e
less. ,
3. Article III, page 3 of the P.U.D. Agreement is
amended to read as follows:
;
,
A. Nature of Improvements. Owner hereby agrees to
be responsible for the making and installing of the I
improvements to be contained within the development indicatetll
on the Plat. The nature of such improvements shall
substantially conform to the schedule entitled "Aspen Chanc~
Subdivision Improvement Schedule" attached hereto and made I'i
part hereof as Amended Exhibit "C." I
I
B. Construction Schedule. Construction of all 'i
development improvements shall substantially conform to the I
construction schedule set forth within the attached Amende~
Exhibit "C," unless amended in the manner set forth in SIV, i
below. The construction schedule includes the dates anticipat~d
for the beginning and completion of the improvements. i
!
C. Engineering, Geology - Surface Concerns. AlIi
construction in the Aspen Chance Subdivision shall conform i
to and follow the recommendations contained in the "Drainage I
Study for the Aspen Chance Subdivision" by McLaughlin Water!
Engineers, dated February, 1984, and as may be amended by I
McLaughlin Water Engineers and approved by the engineers fori
the City of Aspen, and the "Soil and Foundation Investigatio~
for Proposed Residential development, Chance Mining Claim, !
Aspen, Colorado" dated December 28, 1983, as corrected by!
letter dated January 10, 1984, by Chen and Associates, Inc., a~
such may apply to any construction in the subdivision. The:
herein described "Drainage Study", "Soil and Foundation i
Investigation" and correction letter are by this reference i
incorporated herein, i
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drainage
D. Roof Drainage. Pursuant to the systems
in the McLaughlin, "Drainage Study," all roof
shall be retained on site.
E, Landscaping Plan, In accordance with I
S24-8.16 of the Municipal COde, all landscaping shall 'I
substantially conform to the "Landscape Design Objective"
described in Exhibit "D" attached hereto except as amended bYl
the changes in the Construction Schedule set forth in the i
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Amended Exhibit "C" attached hereto and made a part hereod
which together show the extent of all plant materials and ot~er
landscape features, flower and shrub bed definition, propos~d
plant material at mature sizes in appropriate relation to I
scale, species and size of existing plant material, proposetl
treatment of all ground surfaces (~., paving, turf, gravef~
etc.), location of water outlets, and a plant material scheddle
with common and botanical names, sized, quantities, and meth6ds
of transplant, Landscaping will be completed in a logicall
phasing sequence commensurate with the phasing of the !
improvements contemplated in the Development and Constructi~n
Schedule. I
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F. Vegetation of Disturbed Areas. OWner agreesi
pursuant to the provisions of the Landscaping and Grading I
Plan that during the course of construction any portions oi
the property which are disturbed shall, as soon as
practical, be landscaped and vegetated in accordance with 'I
the Landscaping Plan.
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H. Improvement District. In the event that any !
municipal improvement or improvements of a kind contemplated
in Section 20-16 of the Municipal Code of the City of Aspen ,I
as amended, became, in the sole judgment or discretion of I
the City Council of the City of Aspen, necessary or i
desirable to the area of the above described property,
covenantors will make no unreasonable objection to any I
special assessment or special tax or proceeding therefor oni
the basis that the property is adequately served by existing!
improvements and/or on the basis that the premises will not!
be served or benefited by the improvement or improvements !
proposed. Convenantor further agrees to join, upon the I
demand therefor by the City, any special improvement i
district, urban renewal district formed for construction of I
such improvements (including, without limitation, signage, !
drainage, underground utilities, paved streets and alleys, !
planting, curbs, gutters, sidewalks, street lights, traffic i
circulation, trails, recreation facilities, berms, open i
space lands, public transportation facilities, parking,
etc.), in the area of the above-described property or to ,
reimburse the City of Aspen directly upon demand therefor if[
the City should choose to construct these improvements I
without the formation of such a district, i
G. Utilities Underground.
systems constructed within the Aspen
shall be underground,
All
Chance
new utility
Subdivision
I. Woodburning Devices. The installation and
use of any woodburning devises in the Subdivision will be
governed by Ordinance 12 (series of 1983).
J. Top Soil/Gardens, Gardening shall only be
permitted in the Aspen Chance Subdivision in those areas
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containing at least a one (1) foot layer of top soil.
4. Article VI, Page 7 of the P.U,D. Agreement is amen~ed
to read as follows:
VI.
OTHER DEDICATIONS
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A. Exemption. The employee housing units locat~d
on lots 3, 5 and 7 constitute bona fide moderate income hous~ng
development, and the Owner and City hereby agree to the i
exemption of the same from the application of park and i
recreation requirements of S 20-18 of the Aspen Municipal Coqe.
,
B. Park Dedication Fee. The City recognizes, I
confirms and accepts that Owner is dedicating a substantia~
portion of the land in the Aspen Chance Subdivision for ope*
space and recreational purposes. Furthermore, a substantia+
portion of the development is reconstructed dwelling units.!
In consideration thereof, the City Council elects, pursuantl
to S 20-18 of the Aspen Municipal Code, that a cash paymentl
in the amount of $22,505,00, in lieu of land dedication be ma~e
by OWner. This payment is based on the calculations set for~h
in Amended Exhibit "E", attached hereto and made a part hereolf.
OWner agrees to pay such Park Dedication Fee on a pro rata I
basis, at the time of the issuance of a Certificate of I
Occupancy for any lot (1/7 for each lot for which a Certificate
of Occupancy is issued). i
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4. Exhibit "B"
read as follows:
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to the P.U.D. Agreement is amended tp
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AMENDED EXHIBIT "B"
SITE DATA TABULATION***
UNIT NO.
BEDROOMS
ACRES
SQUARE FEET
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BLDG. FOOTPRINT
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SQ, FT,
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Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
4
4
5
4
5
4
6
0.414**
0.346
0,514
0.491
0,461
0.363
0.652
Common Area
Within
County
o
3,0
Roads Within
County
0,195
Within
City
o
0.249
Parking
Roads
0.47
Access & Par~ing
Easement to Aspen
Alps Condos 0
0.188
8,201.4
Total
Subdivision
32
6.873
15,674.8
15,073,6
22,397.8
21,396.2
20,076.6
15,803,5
28,412.9
1723
2238
3309
4856
5903
3781
4321
130,516.0
8,496.9
13,233.4
20,540
299,283.1
26131
1 Acre = 43,560 sq, ft.
* All Acreage has been rounded up to nearest 1000th
** Revised as of May 23, 1984
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5_ Exhibit "c" to the P.U.D, Agreement is amended to
read as follows:
AMENDED EXHIBIT "c"
ANTICIPATED FUTURE CONSTRUCTION SCHEDULE
ASPEN CHANCE SUBDIVISION
SCHEDULE
DATE
BEGIN HOUSE ItS
JUNE, 1986
INSTALL SPAR GULCH DRAINAGE DITCH
THROUGH LOT n TO ALPS ROAD
AUGUST, 1986
CURB AND GUTTER AND CHIP AND
SEAL UPPER ROAD
SUMMER/FALL, 1986
PROTECT FOUDATIONS ON LOTS #3 & #7
AUGUST, 1986
COMPLETE HOUSE #6
SEPTEMBER, 1986
COMPLETE HOUSE #6 LANDSCAPING
INCLUDING STREAMS
OCTOBER, 1986
INSTALL HOUSE #5 LANDSCAPING
OCTOBER, 1986
CHIP AND SEAL HOUSE #5 DRIVEWAY
OCTOBER, 1986
COMPLETE HOUSE #1
JANUARY, 1988
BEGIN HOUSE #3
OCTOBER, 191>7
COMPLETE HOUSE #5
MARCH, 1987
COMPLETE HOUSE #1 LANDSCAPING
JULY, 1988
BEGIN HOUSE #4
MAY, 1989
COMPLETE HOUSE 13'
JUNE, 1988
AUGUST, 1988
COMPLETE HOUSE #3 LANDSCAPING
BEGIN HOUSE #7
MAY, 1989
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COMPLETE HOUSE #4
JULY, 1990
COMPLETE HOUSE #4 LANDSCAPING
OCTOBER, 1990
COMPLETE MID LEVEL ROAD
OCTOBER, 1989
COMPLETE HOUSE #7
DECEMBER, 1990
COMPLETE HOUSE #7 LANDSCAPING
JUNE, 1991
COMPLETE SITE LANDSCAPING
JUNE, 1991
COMPLETE SITE CLEAN-UP
AUGUST, 1991
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EXHIBIT "D"
LANDSCAPE DESIGN OBJECTIVE
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The landscaping, commensurate with the building
construction and in accordance with the January 12, 19a4,
memorandum from Jim Holland, Director of Parks, and ~he
Conceptual Site Plan attached thereto, attached hereto ,as
Exhibit "1," is anticipated in being accomplished in a thI1ee
(3) year period. The first year will see the disturbed s~te
totally reshaped, utilities in place to each lot and
landscaping completed on Lots 2, 6 and 7, On the south~'rn
boundary-line trees will be planted to provide vis al
screening from the adjacent site. This will be accomplis ed
within the first summer of construction. The center th~ee
(3) sites (3, 4, 5) will be covered with topsoil except ~e
house site per ~ and one of the three (3) sites will ~e
used to store, grow, and acclimate the plants and tre~s
needed for the completion of the first year and t~e
screening trees, as many as practical, will be plantl'!d
around that area. The preliminary landscaping around Loti 1
will be done at the same time (summer 1984) after the
existing buildings have been removed. As each house ~s
completed the landscaping per the plans will be completed.
As much landscaping as practical will be done on each si~e
before construction takes place. I
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It is the intention of the Owner, who will
the house designed on Lot 7 to create a beautiful,
environment for the occupants of the site to enjoy.
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live in
natudll
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PUD Exhibit D/CHANCE
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6. Exhibit "E" to the P.U.D. Agreement is amended to
as follows:
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AMENDED EXHIBIT "E"
PARK DEDICATION FEE
Proposed Development:
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There are eight (8) bedrooms existing on the site, two \2)
in the barn and one (1) each in the six (6) other structures, i
The October 1983, purchase price of $900,000.00 for ~he
whole parcel (which includes substantial land, 3+ acres, in ~e
County dedicated as open space), indicates the fair market value
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of the property. i
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Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
4 BR
4 BR
5* BR
4 BR
5* BR
4 BR
6* BR
*
Includes one (1) employee unit bedroom exempt from park
dedication fee requirements.
Calculate as follows:
$900,000,00 ~ 7 = $128,600.00 X .01 = $1,286.00
Subtract 1 existing bedroom per lot except for Lot 7,
subtract 2 existing bedrooms, Lot 7.
Subtract employee bedrooms from Lots, 4, 5 and 7.
Lot 1 (3 BR) 2,5 x 1,286
Lot 2 2.5 x 1,286
Lot 3 2.5 x 1,286
Lot 4 2,5 x 1,286
Lot 5 2,5 x 1,286
Lot 6 2.5 x 1,286
Lot 7 2.5 x 1,286
TOTAL = 7 x 2.5 x 1,286 = $22,505.00
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IN WITNESS WHEREOF,
executed this Amendment to
Aspen Chance Subdivision.
the parties hereto
P.U.D. and Subdivision
j
have herettnto
AgreementlFor
\
CITY OF ASPEN
a Colorado Municipal Corporation
By
William L. Stirling, Mayor
ATTEST:
Kathryn S. Koch, City Clerk
ASPEN CHANCE, INC.
By Ne~~
STATE OF COLORADO)
) ss.
COUNTY OF PITKIN )
I
The foregoing instrument was acknowledged before me th~s
day of , 1986, by WILLIAM STIRLING as Mayo~,
and KATHRYN S. KOCH, as City Clerk of THE CITY OF ASPEN, i a
,
Colorado municipal corporation, i
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WITNESS my hand and official seal.
My Commission expires:
Notary Public
STATE OF Texas
COUNTY OF Harris
)
) ss.
)
The foregoing instrument was acknowledged before me
31 day of July, 1986, by NEAL MYERS
Pres ident , and Ed Zasacky ,
Secretary of ASPEN CHANCE, INC., a Texas corporation.
th~s
als
a!s
pud amendment/CHANCE
WITNESS my hand and official seal.
My Commission expires:
~-~
Notary PUbli~ :
DONNA WYNNETTE BRADLEY i
Notary Public. Slate of Te_ I
My COmmiss!on Expires Aprf125. 1989 i,
Bonded by LOWitt AgGRCy. t.awyetr.I Surety corp. (
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Constructlon Schedule \
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May 1987 Start prObabl\e
May 1988 Start probabl~
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May 7, 1986
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City of Aspen Planning Department
City/County Building Departments
Aspen, CO 81,6.11
To all concerned parties:
The following is an update of the
area distribution and anticipated
for the Aspen Chance Subdivision:
status of the building
construction schedules
House it
<O'M9blJll1\ (()
Floor Area Used
Status
1450
Ready for
Submission
July 1986 Start
2
3223
Approved
Completed
3
5354
4
4120
5
5449
In for
Approval
May 1986 Start
bJl~
6
CJ
May 1987 Probable
5870.0
[7000
Approved
Completed September
Being Re-
submitted
TOTAL:
32466 Allocated
D A V I D FIN H 0 L MAN D ASS 0 C I ATE SIN C.
ARCHITECTURE AND LAND PLANNING
A. I. A ,
PO BOX 2839 ASPEN COLORADO 81612
303.925.5713
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1986
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J\IIarisuec over runaway gc
AFloridamanaHegedlystruck him, Despite warnings from the tionofBowlingGreenvsRobertO-. - KD St~ut and Co Inc
. by a defective golf cart has filed a ,'other players, Reed alleges the Klein, W Monroe Stephenson. Carole Blodk dba Carole Bl,
. complaint in District Court cart str,!ck him "with great force Foreclosure. Boutique. Filaintiff aHeges n
against the SnowmasS Club. and violence, knocking him to the - Colonial Savings and Loan payment of ~912 for advertisl
. Robert M Reed III aHeges in his ground and causing him to incur Association vs B Robert Lehr- services, ~
'complaint that injuries suffered injuries, including cuts ~nd lac-, man, Foredosure" S all Claims
in, the incident were caused by a eratwns,a broken ankle, mJuryto - Colomal Savmgs and Loan - Thomas Iacono vs Dr D
Snowm8$sClub golfcart with de- his kne~ andinjury to his back." Association, First Federal Sav- George. PI"Iintiff alleges no
'fective brakes: , Reed lsaskmgthat aJury deter- lOgS and Loan Assocltahon vs payment of $480 for equipme
. Reed claims. that on Aug 18, mine the amount of damages, Malinco Ltd, Joseph P Mahoney, I
1986, he and three others pulled Also rtam~d a~ defendants of the Beverly Mahoney, Robert 0 :
up tQthe fourth tee 10 Snowmass club are JIm LIght an~ JIm Chaf- Klein, Deficiency following fore- I
ViI/age in two carts, After s~r- fin, owners; and Alpme Co.ntrol closure, \
. veying- the f'i-irway to determme Development Co Inc, County Court 'N.1 T 0:1- E' r.er
whic' .., ,to uSe, Reed stated he _ Richard Y Neiley Jr vs Gene 1 N 't IV I
returned to his cart to select a District Court Mulvihill, Car HiH Inc, Plaintiff ~ACan
dub.,' - First National Bank in Aspen alleges non-payment of $832 for .
While doing do, Reed alleges he vs Donald Veitch, Tom J Wilson legal services,
bad'his back turned to the second and Jerry Kroger. Foreclosure. -HWR Jewelry Inc vs Mark Wh ther you twe
cart, 'Which.began to roll toward - State Home Savings Associa- Mogul. Plaintiff alleges non- shave I:t, wax it, or c
payment of $1,062 for purchases. it off,uhwanted hair
never ~oes away.
Unlfss you see us
Derm~'Sge, Aspen's I
license electrologist
forme in the medic
supervised environn
of a dotror's office.}
pointm+bnts are liml'tt
So c 925-8665 tc
Derm ge Clinics,
p'CPA given",,3~ aeres
,on Ute Mountain flank
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A land gift of 3,5 acres was
made December 31 to the Pitkin
Countj Pa<.ks ASsociation
(PCPAI. The land, located on the
n.nk of Ute Mountain, was don-
ated by tfie Aspen Chance subdi- .
,'ision. .
":: Dedicated as a "scenic ease-
merit to Par!; Trust", the property
:COnsists of the steep hillside south
,( V~, Avenue, directly behind
'be Aspl;,ll Chance subdivision, -
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:H1.e land is of particular value
'Jsopen space because the nordic
rail pasSes through it and the
,ewAspen Mountain gondola
,.sses overhead. The land is
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heavily wooded and provides an
important visual backdrop for the
City of Aspen.
The donor has agreed to pay the
costs of an environmental inven-
tory, meaning that pictures are
taken of the land to ensure it re-
tains its integrity in the future.
The donor also has agreed to bear
all costs of operation, upkeep, and
maintenance of the property and
has made a contribution of$5,000
to Park Trust to pay any taxes or
assessments.
According to Ed Zasacky, board
member of the PCPA, the land
will be left in its pristine state,
natural 'and undeveloped,
24,000 people will see this ad.
, :riCKET OFFICE AT THE WHEELER
\, . 925-2750
Hours through FebruaiY 2: 12 to 5 Tuesday & Wednesday
c1Qsed Thursday through Monday. We win return to our regular,
hours o( operation beginning Tuesday, February 3.
. Tickets on sale for:
Snowmass RepertoiY Theatre
Aspen Concert Association
Magic! Magic!
. APPUCATIONS ARE NOW BEING ACCEPTED FOR
, '[lCKET OFFICE VOLUNTEERS. CHOOSE YOOR
OWN HOURS. DAYS OR EVENINGS. WE WO(fLD
ALSO LOVE TO HAVE A VOLUNTEER ASSISTANT .
"MANAGER! CALL OR COME BY FOR DETAILS.
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KMTS
Classic Country
92,7 on the FM dial
No, 1 in the lower valley
USED CAR AND TRue VALUES Ai
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CAR~
86 Volkswagen GU Jetta, ,
Tornado red with gray recaro styie sport seats, Nic~IY appointed with
control, cossette, ski sock. One of the hottest dr;vin9 sports sedans arc
85 AMC Eagle Sporl Wagon, I
Very attroct;ve two~tone color scheme of burgund~ metallic and bloc
.....transmissio""aJr conditioning, stereo cassette and much more. Excelle.
" out, A greaf'Value at $7,995. !,
85 Volkswagen GU Jetta. i
Black with charcoal sport intelior. fully equipped in 'everywoy. This cor
priced at $8,495, 'I
83 Chevrclel Caveller 4 door_ i '
light' biue metallic with blue cloth uphoistery, 5 spe<td transmission; air
, steering and mOre. front Wheel. drive~ The pertect elf for mom and thl
83 Nlssan Sentra Wagon_ '\
Beige with matching interior. 5 speed transmission, Q rconditioned, vel,
Value priced at $4,195, ,
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82 Chevrolet C_e. i
Beige in color, stereo radio with tape player. Very ecfnomicol, sale pr
for this one! . 1
80 Volkswagen Rabbit Convertible. i
Red metallic with white inte/ior and matching top. ste\"O cassetle, Owr
since new, less than 54,000 certified mil",s, as cute as pan be! Only $5,'
84 Toyota SR5 Tercel Wagon 4x4.
Fire engine red, air conditioned.-less than 16,500 certifIed milA!: Th.:. n;,"
n
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Regu.larMee~~n~ .
Aspen Ci t.y Council
May 29, 1981
option in the Code. Richman. presented Council \,.\rith the landscaping plan, and reconunended
that Council require: the landscZlping guarantee. The applicant is not _ supportive:':..o~ this
recommendation. Richman said- there are two possible alignments for the_ trail, on-e along
an existing roadway on a lower part of the sitc;the second is highc'r.' The p,,-'l.rks director
reconunends the lower trail. Councilman Blomquist ask eel i'tl)out ttle annexation plans and said
it is important to him the park land be dedicated to the city. Karen Snlit.h, representing
the applicant, said they feel t.he upper trnil ~'70uld be mo:r:c damaging as it requires cutting
a new trail 30 feet up a steep slope.
Richman said the park dedication fee has b,een confirmed by the building depart,ment.. the
Council can exempt the employee housing units from this ft~e. City Attorney Tctddune asked
if the ovmers would ngree to dedicate all \",at.:.e.r l"ights. Ms. Smi.th said would with the
provisi,on for irrigat:io.n for landscaping arid for t_~1e ponds.
Councilman Blomquist moved to grant final subdivision approva~ to the Aspen Chance 'i-vit:h
conditions I through 4 in the planning office memora).ldumand (5) the ci.ty receive a land-
scaping gua.rantee, seconded by Councilman Collins.
CO-uDcilsaidt.hey would like the applicantt:o,der::~d t,O' t.he ci.t' the'land:",.. VB t.he subdivi-
:1;;'ion. Gideon Kauf'mEinsaid-the applicant: would do this .::lS ase e.rate":".;lctj:qJ::l 1\1$. Sn1ith
said she did notfcel the landscaping guarantee was n0cessary because of the caliber of
t.his development. The owner cannot sell the houses unleE,s the landscaping is completed.
Charles Fagan, representing Bill Hewi.tt owner of lot 5, told Council his client docs not
like the, proposed fence as too close to the prope:cty lir:e. lTeY'litt. eJ..so objects t:o t,he
trees too 'Close to the property and will block views, Fagan said thC,C'9 will probably be.
litigation. 'l'here iSD. utili.ty 0asemeilt shown in t.he middle of an adverse possession
claim. FDg-an s.:-J.id I-ieHitt is concerned during cons'!:J:-uction that his ~\'v.terlinc may be cut
off. Fagan said ,the const:r:uction access is shown :r ight illong the house, and would like the
construction road somewhere else.
Taddl1ne told Council they should avoid as much as possible reSOlving disputes bet'i--leen
private litigants. Taddune said dS long as the title is. in the name of t.he applicant, he
would presume that it the case. Kaufman said the Code allows an owner to place a fence
on t.he property up to -six f€le't, and this fence will be per the terms of the Code. Ka\1fman
said t.he access is their legal access to the property.
All in favor, motion carried.
EAST HOPKINS TOWNHOUSE - REVIEW SUBSEQUENT TO GMP
Councilman Collins stepped down due to a conflict of interest. Alan Richman, planning
office, said there are three reviews before Council; to exempt the .six employee units from
growth management. These units will be deed restricted, 3 studios to middline and 3 two-
bedroom units to low income guidelines. The housing office recommends this action with
some conditions. Another review is condominiumization for 9 separate units; 3 office units,
3 studios, 3two~bedroom units. The employee units will stay as rental units and should
have a six month rental provision. There is a parking reduction for the employee units.
One space per bedroom is required for a total of 9; six spaces will be provided on-site for
the three offices. Richman pointed out this i.s a substantial exemption request and there
will be an impact on the downtown area. The trade off is exempting parking to get employee
units. P & Z felt comfortable with that trade off, since the city is getting six employee
units.
"'"
Richman said the recommendation for approval is GMP exemption for the employee units;
subdivision exception for condominiumization, and special review exemption for the parking,
P & Z has approved this and passed on eight conditions. Bill Poss, the applicant, presented
the site plan and proposed plans.
Councilman Knecht moved to approve the GMP exemption for employee units, subdivision excep~
tion for the condominiumization, and special review for exemption from the employee parking
requirements subject to conditions 1 through 8 in the planning office memorandum; seconded
by Councilman Blomquist. All in favor, Councilman Col1.ins abstained. Motion carried.
~IAI, SECURITY
Acting city t-1anager Ron Mitchell told Council the city had filed an intent to \\"ithdraw from
social security. After the city filed this letter, a new social security la~ was passed
which banned withdrawing. There are a.number of cities suing, saying this is not Consti-
tutional. Bil Dunaway objected to the city spending public money to withdraw from something
that every voter has to be in. Mitchell said when an employee survey wa9 done, there was
almost unanimous support to get out of social security. Mitchellsa.i.d getting out of social
security would increase take home pay, which is non~taxable, and the employees could put
their money in some fund that would benefit them.
Councilman Knecht moved to disapprove dropping out of social security; seconded by Council-
man Blomquist. All in favor, motion carried.
TRANSFER OF LIQUOR LICENSE - Red Onion
Fred Pearce told Council the new operation would be sandwich/hamburger operation, very
simple. Pearce told. Council the owners also own the Old Pillon Irtn and Pablo's. The
opening wi),l be in June and they will serve on the nlall.
Councilman Knecht. moved to approve ,the transfer of the Red Onion liquor license to Red
Onion Restaurant Inc; seconded by Councilman Collins. All in favor, motion carried.
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APPLICATION FOR BEER & WINE LICENSE - Village Pantry
Mayor Stirling opened the pUblic hearing. Mayor
health department is_.requiring bathrooms to meet
bathrooms. Pat Richards' said tne space has been
bathrooms. Mayor Stirling asked for opponents.
the public ~~aring.
Stirling pointed out the environmental
Code. presently there are not enough
allocated and they intend to install
rrherewere none. Mayor Stirling closed
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Ms. Penne said the basic question in subdivision is the" suitability df the land for subdiVi-\
sion. 1>1s. Pennesaid the applicant has been ver.y sensitj,ve .to the people living on this I
land, and some of them have indicated interest if! t:he eHlployce units. Ms. Penne said !
access ,.;ill be from Ute avenue and from Aspen l~lps road. Ms. penne said access and parking'
for t:he Aspen Alps tennis courts should be formaliZed through <,1,greeni,cnt.::s. The applicant
plans parking at one space per bedroom, which meets the Code requirement. There will ,be I
small lots delineated and extensive common areas. Ms. Penne said the applicant has
addressed the purposes of the PUD, has done some innova'd.ve site planning, and the structure~
will fit well an the site. . !
,Ms. Penne tald Council the structures will be shel,tered, t~he majority of trees '..,ill be kept. I
The utilities will be underground. Councilman Blomquist said he would like to consider \
annexation for the parts af this praperty no,tin the cit:y. COi.1r'.cilmiitnBl.omquist fJ.i'd,d he i
would, also, J.ik~dedicationofth-;: land,abo.vet.he: 804,O:,,:gl;~'~!llin,e asapa,rk~' connc5.iman i
H'lomquJ,st;saidhe.'would"li~e the ci:ty.to,beginacqlliring:,,,-,maI1 P;)xCt:;ls' of land a.round ,i
the 8040 area as a reen bIt. Ms. smith sai.dt.hc. applicant has nO problem wit,h annexation \
If:2uld _l:;.e to do .l.t Sllbs- ue:!"J.t to th.ls subdivJ.:sionas theY,\"ould like to construct, this ~
summer, 11s.- enr;c~ told Council t e plannlng' 0: .tee and P & Z recommend approval of the I
conceptual Bug-division with 16 conditions. \
Councilman Blomqui.st moved to approve conceptual subdivision for the Aspen ChancE; subdivi-
sion with the },6 conditions listed in the planning office memorandum of January 23, 1984;
seconded by Councilman Collins. All in favor, __ wi th the exception of Nayor Stirling. Mot~ion
car:cied. Mayor stirling said he would have liJced to table this for all the Council t,o have
a site visit and to addJ:esssome of the concerns.
_ _..~~:?!ul~_~_~~~~~~~~_.
Aspen Cit.y Council
January 30, 1984
Ms. Penne told Council the applicant is asking for three employee re.ntal units that will
be part of the free market str,uctures. There is no employee housing requirement,: .~or this
property. Ms. Penne'said part of this parcel is in the ccun,ty and pal:t in the c:tty". The
applicants did not caunt density for any property in tbe county or any'-property above the
8040 line. The applicants intend to give a trail easement to connect with the Aspen Club
trail. The applicant has preliminary geological studi.es ,"And is' working on. more detail.
One of the questions is that there will not be any impact: of old mi.ne shafts I the question
of the toxic nature of these mine tailings. Those i terns y,lill come out at preliminary, plat.
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Richard Grice, planning office, said this is a request for a lot'line adjustment between \
t\-vo adjacent lots owned by the Mendenhalls. At the time the house on lot 2 was constructed, i
t,here was a building error. The applicants would li.ke to correct the situation on the !
public re rord and have proposed a lot line adjustment and a 628 square foot of property i
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exchange between the two lots. Each lot will continue to be the same size. Grice told I
Council no potential development rights will be increased or decreased. ;
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HANNAH DUSTIN CONDOHINJ~\lHIZATION
Councilman Collins moved to table this item; seconded by Councilwoman Walls.
motion s:arried.
]~ll in J:.avor',
ME~P3NHA~~~UBDIVISION EXCEPTION
Councilman Collins moved to approve the
preparat:ion of a plat meeting the final
by the city engineer prior to recording
subdivision exception to be approved by
by Councilman Blomquist. All in favor,
Mendenhall subdivision exception subject to the
plat requirements of section 20-15 to be approved
and SUbject to the preparation of a statement of
the city attorney prior to recording; seconded
motion carried.
REQUEST FOR ENCROACHMENT - Congdon
Jay Hammond, engineering department, said the location of the fence has been staked and
the fence is behind the existing cottonwood trees. Hammond said he talked to the parks
director, who has no problems with this. The city does have the opportunity to ask for
the removal of the encroachment. The staff recommends approval~ Mayor Stirling said many
people in the west end have encroached as their OWn risk. Councilman Blomquist said in
order to get a building permit, the applicant has to have encroachment permission.
CouncilI1)an Blomquist moved to grant an encroachment license at 202 West Francis SUbject t.o
conditions 1, 2, and 3 in the engineering memorandum of December 20, 1983; seconded by
Councilwoman ~,qalls. All in favor, with the exception of Mayor Stirling. Motion carried.
CASTLE CREEK STOPLIGHT
Jay Hammond, engineering department, told Council there was a request from Aspen Highlands
for a, stop light at Castle Creek and Highway 82. City Manager Chapman said Highlands
feels in the morning and during ski season people turning left onto highway 82 have a
difficult time, and for safety reasons and ease of access, a traffic light vlould provide
better flow. The state has concluded a traffic light is warranted, but they won1t put in
a light' unless there is a request from the municipality. Hammond said this used to be in
the county's -jurisdicU.on and they have been reluctant to put in a li.ght. t-1ayor Stirling
pointed out the county has authorized a traffic study, and both P & Z's are studying
the traffic question. Councilman Blomquist pointed out with t,he school people also using
the intersection, it does become dangerous.
Councilman Blomquist moved the city request the state to install a traffic light a~c this
intersection; seconded hy Council''v"oman Wa] Is.
Councilman Collins said he would like to see other options beside.s hug'€; traffic ligh'~:s,
Council agreed they would like. more information before having a light inSl:all.cd. C.ouncil
requested accident data at this intersection, a copy of the 2tate1.s WarrciTIt informatio:1,
and what types of signals are available~
Councilman Blom::ruist moved to ask engineering to submit a report to Council on the state
highway's warra~t st.l.ldYr maps of traffic accidents in th8 Aspen area, and 'signal opt,ions;
seconded by Councilwoman Walls. All ihfavor, motion carried.
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MEMORANDUM
FROM:
Peggy Seeger, Zoning Official
Jay Hammond, City Engineer ~
TO:
I
DATE: April 24, 1986 i
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RE: Aspen Chance Impr ovements I
============================================================== I
Pursuant to our meeting of yesterday afternoon, I inspected thel'
Aspen Chance site this morning for compliance with some of their
P.U.D. requirements. I would report as follows: /
1. DrainaCle !
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It does not appear that any of the drainage improvements recommended
,
by McLaughlin have been completed. I remain concerned that aJ
significant storm event in the Spar drainage could threateq
structures within the development. I
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2. Landscaoing I
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There is evidence that trees and ground cover have been planted
adjacent to the building sites. Landscaping appears to be
started and in keeping with the overall status of the developmentJ
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3. Roads I
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There appears to be some roadbase on the upper road but ther,
is not 6 inches, nor does the road appear to be at finished grade I
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I .would say that the site is not in compliance with the P.U.D. I
schedule with respect to ~ of the listed items and I am particr
ularly concerned with the issuance of CO's at this time with
respect to site drainage and the condition of the roads. I
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JH/co/AspenChance Impr ovements I
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MEMORANDUM
TO: Paul Taddune, City Attorney
peggy Severs, Chief Building Official
Jay Hammond, City Engineer
FROM:
Steve Burstein, Planning Office
Aspen Chance PUD Amendment
RE:
DATE:
September 2, 1986
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Attached is the proposed Amendment to PUD and Subdivisiod
,
Agreement for Aspen Chance Subdivision., This Agreement was
prepared pursuant to a meeting held on May 7, 1986, with archi-t
tect Michael Manchester, Barbara Purv is, Peggy Severs, Bil]
Drueding, Jim Wilson, Karen McLaughlin and Steve Burstein. I
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As I recall, the areas of concern that we discussed were: the
completion of drainage and road improvements prior to Certificat~
of Occupancy, compl etion of landscaping similar in concept to th~
original schedule (i.,e., before houses built), different order of
site completion, and the switching of duplex lots from Lot 3 tb
Lot 4., Conceptually, we spoke of the ability of the P1annin~
Director to approve of this Amendment pursuant to Section 24f
8,26(a). I
Please submit your comments to the Planning Office no later
September 17, 1986.
Thank you.
SB.4
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CITY OF ASPEN.
MEMO FROM STEVE BURSTEIN
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MEMORANDUM
TO: Paul Taddune, city Attorney
Peggy Severs, Chief Building Official
Jay Hammond, City Engineer
DATE:
Steve Burstein, Planning Office
Aspen Chance POD Amendment
September 2, 1986
FROM:
RE:
================================================================:
,
Attached is the proposed Amendment to PUD and subdivisio~
Agreement for Aspen Chance Subdivision, This Agreement wa~
prepared pursuant to a meeting held on May 7, 1986, with archif-
tect Michael Manchester, Barbara Purvis, Peggy Severs, Bi1J.
Drueding, Jim Wilson, Karen McLaughlin and Steve Burstein. ,
,
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As I recall, the areas of concern that we discussed were: the
completion of drainage and road improvements prior to Certificat~
of Occupancy, completion of landscaping similar in concept to th~
original schedule (i..e., before houses built), different order of
site completion, and the switching of duplex lots from Lot 3 t9
Lot 4., Conceptually, we spoke of the ability of the Planning
Di rector to approve of this Amendment pursuant to Section 24t
8.26(a). i
Please submit your comments to the Planning Office no later thah
September 17, 1986..
Thank you.
SB.4
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TO:
FROM:
RE:
DATE:
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MEMO,RANDUM
Steve Burstein, Planning Office
Erin Hazen, City Attorney's Office
Aspen Chance PUD Amendment
September 16, 1986
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1
A. Proposed Amendments.
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The following amendments to the PUD approval are proposed:j
1, Switching of duplex lots from Lot 4 to Lot 3
2. Different order of site completion; and
3. Completion of landscaping similar in concept to
original schedule (i.e. before houses are built);
4. Completion of drainage and road improvements prior tol
Certificate of Occupancy;
B. The Municipal Code.
Section 24-8.26(a) states:
"Minor changes in the location, sizing, height and
siting of buildings and structures may be authorized
by the planning director without additional public
hearings, if required by engineering or other
circumstances not foreseen at the time the final plan!
was approved. The planning director shall not
approve any of the following changes:
(1) A change in the use or character of the
development. , .
(3) An increase in the problems of traffic
circulation and public utilities...
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Section 24-8.26(b) states:
All other changes in use or rearrangement of lots, blocks
and building tracts, OR ANY CHANGES OTHER THAN LISTED !
ABOVE may be made ONLY by the city council after review I
and recommendation by the planning and zoning board. SuCh
amendments shall be made only if they are shown to be !
required by changes in conditions that have occurred since
the final plan was approved or by changes in community i
policy. Any changes approved in the final plan shall be;
recorded as amendments to the final plan in accordance '
with the procedures established for the filing of the
initial approved plan documents. (Ord. No. 71-1975, ~l)
Section 24-8.20 entitled "Adherence to Completion
Schedule" states:
,
"If the applicant does not begin or substantially complete
the PUD, or any stage of the planned unit, in the sequence
and within the time imposed by an approved construction,!
the planning director shall review the planned unit and i
MAY recommend to the city council that the approval of tfue
planned unit be revoked, or that the planned unit be 1
amended to accommodate a new sequence of construction orl
time schedule. Any extension or amendment SHALL be !
ursuant to authority and rocedure of Section 24-8.26(bj.
(Emphas~s suppl~ed l
C. City Council Approval.
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1. As an "exchange of the development restrictions" (see
Paragraph 5) is sought in the switching of duplex lots, it is:
not a "minor change" in that the "use" of each lot is
different, As such, a further public hearing is specifically:
required. Paragraph 5 of the Amended Agreement should be '
rewritten.
2. The different order of site completion and scheduli~g
changes also appears to require City Council approval pursuant
to ~24-8.20 and ~24-8.26(b). '
3. I cannot find the
which is cited in your memo
and road improvements prior
occupancy.
provision in the amended agreemen~
requiring completion of drainage I
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to the issuance of a certificate qf
D, Standard of Review bv the City.
1. The PUD agreement at page 6 states:
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"The City shall not refuse to extend the time perioqs
for performance indicated in the Development and
Construction Schedule or refuse to allow reasonable
adjustments to the Schedule or the specifications if
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Owner demonstrates by a preponderance of the evidence th~t
the reasons for such extension or said adjustments resul~
from the failure of such assumptions, unforeseeable '
circumstances, litigation, acts of God, or other events i
beyond the control of the Owner despite good faith effortls
on its part to accomplish the same. :
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E. Paul Taddune suggested that the entire PUD Agreement be I
rewritten to reflect the proposed changes so that there is onl~
one complete document. Also, please refer to his memo of
July 20, 1984 (attached) which I believe may apply to the
amendment as well.
EFH/jw
Attachment
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CITY SPEN i
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MEMORANDUM
DATE: July 20, 1984
TO: Planning Office
Engineering Department
FROM: City Attorney
RE: Aspen Chance PUD/Subdivision Agreement
I find the annexed PUD and Subdivision Agreement for the Aspen I
Chance Subdivision acceptable as to form subject to the fOllowing:
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1. The exhibits must be verified by the Planning Office and
Engineering Department as appropriate. The exhibits are:
Exhibit
Exhibit
Exhibit
Exhibit
Exhibit
"A" - Plat
"B" - Site Data Tabulation
"c" Improvement Schedule
"D" Landscaping Plan
"E" - Park Dedication Fee
Calculation
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In addition, I recommend that the copy of the drainage study and
soil and foundation investigation accompany the original agree- I
ments. ,
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2. I assume that Jim Adamski has approved the employee housing
dedication and restriction language set forth in Paragraph II :
(Page 2),
3, I assume that the Finance Department has approved the $22,5\05
park dedication fee referred to in Paragraph VLB, as calculatedi
in Exhibit "E". I
4. The City Engineer should calculate the financial assurance
sum to be inserted in Paragraph X.
5. I note the following typographical errors,
- The words "NOW, THEREFORE" in Paragraph 5 of the
appear to be redundant.
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recitalsj
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Section 24-8.26(b) states:
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All other changes in use or rearrangement of lots, blOC~S
and building tracts, OR ANY CHANGES OTHER THAN LISTED I
ABOVE may be made ONLY by the city council after review I
and recommendation by the planning and zoning board. Suph
amendments shall be made only if they are shown to be ;
required by changes in conditions that have occurred sinpe
the final plan was approved or by changes in community i
policy. Any changes approved in the final plan shall bel
recorded as amendments to the final plan in accordance I
with the procedures established for the filing of the i
initial approved plan documents. (Ord. No. 71-1975, ~l) i
^
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Section 24-8.20 entitled "Adherence to Completion
Schedule" states:
L As an "exchange of the development restrictions"
Paragraph 5) is sought in the switching of duplex lots, it
not a "minor change" in that the "use" of each lot is
different. As such, a further public hearing is specifically
required, Paragraph 5 of the Amended Agreement should be
rewritten,
, I
2. The different order of site completion and schedulin~
changes also appears to require City Council approval pursuantl
to ~24-8.20 and ~24-8.26(b), i
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"If the applicant does not begin or substantially complete
the PUD, or any stage of the planned unit, in the sequen<4:e
and within the time imposed by an approved construction, I
the planning director shall review the planned unit and I
MAY recommend to the city council that the approval of t~e
planned unit be revoked, or that the planned unit be 1
amended to accommodate a new sequence of construction or!
time schedule. Any extension or amendment SHALL be I
ursuant to authoritv and rocedure of Section 24-8.26 (b)l.
(Emphas~s supp ~ed I
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City Council Approval.
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The PUD agreement at page 6 states:
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provision in the amended agreement I
requ~r~ng completion of drainage L
to the issuance of a certificate ot
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period~
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3. I cannot find the
which is cited in your memo
and road improvements prior
occupancy,
D.
Standard of. Review'bv the City.
"The City shall not refuse to extend the time
for performance indicated in the Development and
Construction Schedule or refuse to allow reasonable
adjustments to the Schedule or the specifications if the
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The word "become" should be substituted for "became" in the
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fourth line of Paragraph II1.H (on Page 4). i
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- An unnecessary figure "7" appears at the end of Paragrapn
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6. The original agreement should be executed by the applicant)
with all exhibits attached as approved by the appropriate depar~-
ments, and should be forwarded for execution by the Mayor and I
immediate recording by the City Clerk, I
Memorandum Re:
July 20, 1984
Page Two
Aspen Chance
IV.A.
PJT/mc
Attachment
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LOT NO. BEDROOMS
Lot 1 4
Lot 2 4
Lot 3 4
Lot 4 5
Lot 5 5
Lot 6 4
Lot 7 6
Common Area
Within County 0
Roads Within
County
Within City 0
Parking Roads
Access & Parking
Easement to Aspen
Alps Condos 0
Total
Subdivision 32
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EXHIBIT "B"
SITE DATA TABULATION***
0.47+/-
ACRES*
SQUARE FEET
~~
* 1 Acre = 43,560 sq. ft,
~* All Acreage has been rounded up to nearest 1000th
***Revised as of May 23, 1984
0.414** 15,674.8
0,346 15,073.6
0.514 22,397.8
0.491. 21,396.2
0,461 20,076.6
0.363 15,803.5
0.652 28,412.9
.J\
3.'t.<--\ I" 1''' c''''
3.0
0,195
130,516.0
../
8,496.9
0,249
13,233.4
20,540+/-
0,188
8,201.4
+ +
6.873- 299,283,1-
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BOOK 4701 PAGE 772
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pJINT
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BLDG, FOOT
SQ. FT.
1992
2243
3609
4856
5064
3505
4367
2563&.0'
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CASE LOAD SUMMARY SHEET
City of Aspen
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CASE NO. c>otc..-~"j~'i;;+
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STAF';~-~'- WfA....~ - '- t' ,I
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PROJECT NAME: tJ-cr ("""' '~~L'/lU.lJhl.l:"~J ;;';::1.1:-.1 '/'/~
APPLICANT:'.t1'V',i~ ('!~..M"6.., ' Phone:
REPRESENTATIVE:--1/,...~~ ~ Phone: 9.1~. s)7/.3
TYPE OF APPLICATION: (FEE)
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I.GMP/SUBDIVISION/PUD (4 step)
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3.
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1.
Conceptual Submission
Preliminary Plat
Final Plat
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. ($2,730.00)
($1,640.00)
($ 820.00)
II. SUBDIVISION/PUD (4 step)
1.
Conceptual Submission
Preliminary ,Plat
Final Plat
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h:LS:'
~ity Attorney
~City Engineer
~ousin9 Director
~Aspen Water Dept.
____City'Electric
Environmental Hlth. ____Fire Chief
2.
x
,3.
III.
IV.
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P&Z MEETING DATE:
FINAL ROUTING:
,~;}ty "ttorne
J!:!!!J~her:
($1,900.00)
($1,220.00)
($ 820.00) V'
EXCEPTION/EXEMPTION/REZONING, (2 step)
SPECIAL REVIEW (1 step)
($1,490.00)
1.
.Special Review
Use Determination
Conditional Use
'Other:
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"Pub. tff/U? O)~~o
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WJI.O. - . i '
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REFERRED: .oI~/fr
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,-::::~lM~~~t:~::rall'Gas
----State Hwy Dept. (G enwood)
----. I
State Hwy Dept. (Gtd. Jctn)
- i
_auilding Dept. '
____Other:
($
680.00)
2.
3.
4.
CC MEETING
DATE. 1"1\"''\'-'' ," DATE
~\
~spen Consolo
____Mountain Bell
S.D.
____Parks Dept.
~oly Cross Electric
____Fire Marshall
_0ther:'
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DATE ROUTED: ,(;/; ffql
/ /.1 I
~Building Dept.!
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FILE STA'l't:IS AND LOCATION:
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CITY P&Z REVIEW:
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Approval as t~ form and content of the PUD Agreem~nt by
the Planning Office, City Engineer and City Attorney. !
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The Engineering and Parks Department will monitor the grading
activ1tit's on the site to insure preservation of [trees
and compliance with the approved plan. i
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The applicant will record the access agreement fori Aspen
Alps Road following its .approval by the Alps' Home$wners
Association, i
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plat prior to recoddation
,
outlined by Jay Hammond
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, CITY COUNCIL REVIEW:
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1.
2.
3.
4.
The applicant will amend the final
to conform with the requirements
in his memo dated May 21, 1984.'
5.
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CITY'P&ZREVIEW:
CITY COUNCIL ,REVIEW:
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Ordinance No. i
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PROJECT NAME: J 5~~,0
APPLICANT:
REPRESENTATIVE: .lX.....l).i(llr;V1~\\I'I')
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CASELOAD SUMMARY SHEET
City of Aspen'. '
NO.,~.2 ~8E
Staff:'..J:j/
CJWHJL~ 1'UD-1'.re..\irYI;M~~\}kIO'n
Phone:
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Phone:
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TYPE OF APPLICATION:
I. GMP/SUBDIVISION/PUD (4 step)
(Fee)
REFERRALS:
. , ' /Attorn'ey
~Engineering Dept.
~OUSing
Water
City Electric
"
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G
x
X'
1. Conceptual Submission
2. Preliminary Plat
($1,840)
($1,120)
($ 560)
3. Final Plat
II. ISUBDIVISION/PUD (4 step)
1. Conceptual Submission
'2. Preliminar.y Plat
($1,290)
(l~)
3, Final Plat ($ 560)
III.EXCEPTION/EXEMPTION/REZONING (2 step) ($l,OlD)
, b8'O
IV.SPE,CIAL REVIEW (1 step) ..., ($ ~)
,'1. Special Review 8040 Gritr:!i/"<.' .
2. Use, Determinati on
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3. ,Conditional Use
Date Referred:
Sanitation District
Mountain Bell ,
Pa rks
Holy'Cross~Electric' ,
Zire Ma~shall/Bu.ildingDePt.
FINAL ROUTING:
)
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Attorney
,Auilding, '
Da te Routed:
~neering", .,.. '
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~_School Drstrict
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RockY,Mtr. Nat.Ga~
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State Hg~y. Dept.
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Fire Chief
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DISPOSITION:
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Aspen/Pitkill~~~ial1,.ning Office
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.. 130 s~:ij.(Q:,:gal~:~(~;:~treet
a s e n:';l~&~C.t)to i.'a:;do'" 8 1611
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The only modification in the conditions of Conceptual approval was to
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Condition fi9 which now reads: !
9. Legal description of proposed trail easement and its relationship
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to adjoining 'properties and approval by Parks Director and PCrA
and the Planning Department. l '
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conditions of Preliminary Plat approval are as follows: I
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All representations made in the Conceptual Submission and Preli~inary
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Plat Submission to address the 16 conditions of conceptual PUD lare
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made a part of this approval.
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(20' minimum
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3.
Access roads will be as represented to the Fire Department
width' and within 150' of all structures).,
Confirmation of water rights for the Durant Mine water and an
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ag~eement
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4.
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The extension of 6" diameter water mains to within 100 feet of the
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Engineering Department memQ of
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structures
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to
with the City for its use.
dwelling units.
5.
The four plat changes required in the
3/22/84 be made prior to Final Plat.
6.
The applicant shall record covenants limit,ing use of the
,single-family, and single-family with ca.retaker units.
The standard Housing AuthoritY Employee Unit Agreement be entered into
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prior to issuance of a, building permit and that the agreement b~ filed
with the Housing Authority. i
The,employee units must remain rental units and will be deed-rest~icted
to the Moderate Income Enployee Guidelines. i '
The employee units must be available to the general public if notl used
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by the.owners to house their employees and verification of emplorment
of those persons living in the units must be completed and filed!with
7.
9.
the Housing Office.
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Aspen/Pitkl,l1...:,Planning Office i
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a s e ri{1,"yc:6J o"r~a d 0' 8 1611
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10.
The recommendations of the HcLaughlin Report and the Chen and
detailed review must be followed, in an ongoing
A~sociates
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for approval
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including
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relationship
the project,
11.
of the final design and through constructio~ of
coordination with the Engineering Department.
Coordination of the grading plan with preservation of trees be'
by the Engineering and/or Parks Departments.
A Common Facilities Maintenance Agreement and Deed
future Residential Development of the common area
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monitored
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12.
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Restriction against
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be submittedl to and
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approved by the City Attorney prior to Final Plat review by Council.
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Submission of the Deed Restriction concerning additional topsoil in areas
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to be gardened be submitted for approval by the City Attorney prior to
13.
Final Plat review.
14. Recordation of the approved Alps Road Access Agreement.
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CASELOAD SUMMARY SHEET
City of Aspen
. . i
No. c,1J, is"
Staff: ,C;:>
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PROJECT NAME: tJAp-I-. CAaA-U.. ' ~~~
'APPLICANT: ,~~_ Iljl~.k. Phone:
REPRESENTATIVE:, " .~ ~~ Phone:
~'~~~ 'qas-S-?/~
TYPE OF APPLICATION:, ' '(Fee)
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1. GMP/SOBDIVISION/PUD (4 step)
1- Conceptual Submission
2. Preliminary Plat
3. Final Plat
X II. SUBDIV,ISION/PUD (4 step)
X 1. Conceptual Submission
2. Preliminary Plat
3. Final Plat
" .'
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'($1,840)
($1,120)
($ 560 )
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1. Special Review
($1,290)
($ 830)
($ 560)
($1,010)
($ 465)
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III.EXCEPTION/EXEMPTIO~/REZONING (2 step)
IV. SPECIAL REVIEW (1 step) .
'iioc..fo
'2. Use Determination
3. Conditional Use
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, , REFERRALS:
, 'I Attorney
X Engineering Dept.
Housing'
'l( WClter
City Electric
II A~ 1~3
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S~hoo 1 Di s tri c
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R6ckY Mtn. Nat
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, X Fire Chief
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Date Referred:
Holy Cross Electric
x.. Fire Marshall/. uilding Dep'
, L St-.uif'01'\. 1+1
, FINAL ROUTING: .
. Date Routed:
Attorney,
Sui1 ding
Engineering
Other
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ern e~NC~}LREV,lEW' I /z~/:1~~\l ~i Cone, p:& ,b~IPuh VlU!
:d:~ 0 \ '~ \ t5l.1.)\ V\...Q <:-trY\., '-, ey--,^ $.... I
1. Further investigatic)n oft-he engi~~~~i-;';'g- g~~:)i~'gy must bJ
completed to ,assure suitability of the site for develop~ent. \
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removes the qU$stion
the possil:lle I'
2.
, Definitive info.rmation be provided which
l o.f surface collapse or subsidence due to
existence of old mine shafts.
~n
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3.
Conformance with the Design StandardS
Section 20-17 must be demonstrated in
submission.
for Subdivision
the Preliminary
4.
The Preliminary Plat submission should include more de~ailed
proposals, for landscaping, grading, containment of rUnoff
and control of erosion, to the satisfaction of the Engineering
and Planning Departments. '
The relationship of this project with the Urban Runoff ,
Management Plan should be addressed with the appropri~te
easement language and parceling to accommodate the easement
requested by City Engineering. I
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6. The potential toxicity of the mine tailings should b~
addressed. If a problem exists, mitigation measureslmust
be outlined.
5.
7. Impacts of , grading and run-off on the Glory Hole Park pond
must be evaluated, and, if necessary, an agreement for con-
tinuing maintenance should be drawn up with the Cityl of
Aspen. Continuing maintenance of the on-site ponds Ibe out-
lined through a subdivision agreement at preliminar~ plat.
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8. All trees over six inches (6") in diameter which ar~ to be
removed must be shown on a site plan for conSideration.
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9. A legal description of the proposed trail easement ~o be
dedicated be supplied in the Preliminary Plat submi~sion
for review by the Engineering andpark.s Department.!
10.
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for p~rk de-
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Preliminary Plat should show a bedroom count
dication fee calculation purposes,
The shared access on Alps Road be formalized
a recorded agreement or easement.
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through
12.
The Aspen Alps Tennis Court park.ing and access ar~angement
should also be a recorded agreement or easement. !
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Any installation of wood burning,devices shall bel subject
to Ordinance 12 (Series of 1983).
13.]
, 14,
Drainage from roofs, paved areas and disturbed soil sites
must be retained on-site. i
Immediate vegetation of disturbed areas is requifed.
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The applicant will joint in a sidewalk, curb and! gutter
impr~v7me~t dis~~ict in the_e~~n~ o~e is formed'l ~hey w~+:
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15.
16.
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March 25, ]986
Ed Zasacky
Aspen Chance, Inc.
c/o Carol Ann Jacobson Realty
608 Hyman
Aspen, Co 81611
Dear Ed:
Pursuant to Section 24-8.26(a) of the Municipal Code, I authorize
the designation of Lot 4 as a duplex lot containing a free market
and an employee housing unit with Lot 3 reverting to a sinh1e
family lot. This request is granted under the condition that
you submit to the City Attorney an amendment to the PUD Agreem~nt
(Page 2 thereof) to reflect this change prior to the issuance! of
a building permit on either of the two lots. '
Sincerely,
Alan Richman
Planning and Development Director
AR/nec
cc: Bill Drueding, Zoning Official
Paul Taddune, City Attorney
..-,
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LAW OFFICES
GIDEON I. KAUFMAN
GIDEON I. KAUFMAN
DAVID G. EISENSTEIN
A PROFESSIONAL CORPORATION
BOX 10001
315 EAST HYMAN AVENUE. SUITE 305
ASPEN, COLORADO 8um
April 14, 1986
81611
~:[g@[gOW[g n'
Ul APR I 6 1986 U
TELEPHONE
REA C~DE 303
92S-S1ee
,
Paul J, Taddune,
City of Aspen
130 South Galena
Aspen, Colorado
Esquire
Re: Amendment to P.U.D. andSubd~v~s~on Agreement
For Aspen Chance Subdivision
Dear Paul:
Alan Richman has authorized an amendment to the Aspen
Chance P.U,D. Agreement pursuant to Subsection 24-8,26(a) of'
the Municipal Code contingent upon the submission to you of
an amendment of the P.U.D, Agreement reflecting the change 1
(see enclosed correspondence dated March 25, 1986 to Ed :
Zasacky) . I have prepared th~ Amendment to P. U. D. and :
Subdivision Agreement For Aspen Chance Subdivision, and have:
enclosed it for your consideration.
Please contact me at your earliest convenience regardin~
this matter.
Very truly yours,
LAW OFFICES OF GIDEON I. KAUFMAN,
a Professional Corporation
By
Gideon Kaufman
GK/bw
cc: Steve Burstein
cc: Ed Zasacky
cc: Neal Myers
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ASPEN - CHANCE. INC.
MEMORANDUM
TO:
FROM:
DATE:
RE:
Alan Richman
Ed Zasacky
3/21/86
Minor change Aspen Chance
Aspen Chance is hereby requesting to change Lot 4 to a duplex lot
instead of Lot 3 which is currently a duplex lot. Lot 3 has greater
land area than Lot 4 (22,398 vs. 21,396) and will better carry the
larger house. Both lots are 20,000 sq. ft. or larger in an R-15
zone. Please be aware that when I say duplex it is a single family
house with a deed-restricted 600 sq. ft. attached caretaker unit
per the P.U.D. approval that I am speaking of.
Your signature on this letter will indicate your approval of this
matter.
Sincerely,
approved: Alan Richman,
City of Aspen Planning
1600 Smith Street. Suite 3800 . Houston, Texas 77002-7979 ' 713/951-7300
~.
,..-.."
Aspen/Pit
130 s
ing Office
March 25, ];986
Ed Zasacky
Aspen Chance, Inc.
c/o Carol Ann Jacobson Realty
608 Hyman
Aspen, Co 81611
Dear Ed:
Pursuant to Section 24-8.26(a) of the Municipal Code, I author~ze
the designation of Lot a as a duplex lot containing a free mar~et
and an employee housing unit with Lot 4 reverting to a single
family lot. This request is granted under the condit ion thiat
you submit to the City Attorney an amendment to the PUD Agreemdnt
(page 2 thereof) to reflect this change I?rior to the issuance 'of
a building permit on either of the two lots.
Sincerely,
,~ 9-Jl
Alan Richman
Planning, and Development Director
AR/nec
cc: Bill Drueding, Zoning Official
Paul Taddune, City Attorney
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CAROL AN"! j!\COBSO" REALTY. I\JC
H K H 0 Ii. AND U M
TO:
FROM:
DATE:
M'
Al'nRichlllan
EdZ....acky
2/3/86
Minor ch.ng~ A.pen Chance
Aspen Chance i. requesting to chang. Lot 4 to a dupl~ loe
inoeead of Lot 3 which i. currently the duplex lot. Lot 3
h.. ire.ter land area than Lot 4 (22,39B va, 21,396) .nd will
better carry the larger hou...
Your signature on this letter will indic.te your approval of
thr.....tter.
'fJI
EdZauck
'PPl."oved: Alan Riclna...n.
City of A.pen Planning Direccor
213/86
"'''' L KY'>1.~" ,Wl', ^sn".CO~j&ll r,o.l\OX n,! ^';I'[N.<:()~I"l W.P"1.'_2"1'
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ASPEN - CHANCE. INC.
October 7, 1985
HAND-DELIVERED
Mr. Alan Richman
Planning Office
130 South Galena
Aspen, Colorado 81611
Re: Amendment to Aspen Chance Subdivision Final Plat
recorded in Plat Book 16 at Page 38
Dear Alan:
Please consider this letter an application on behalf of
Aspen Chance, Inc. to amend the recorded plat,
This requested change to the recorded plat is governed
by the provisions of Section 24-8.26 of the Code which states
that this amendment may be approved by the Planning Director
without notice or hearing.
I have included a copy of the Code and, as you can see,
there is nothing that changes use, building coverage,
density, traffic increase, etc.
The main change is necessitated by the fact that our
surveyor and contractor laid out the house in error.
(Improvement survey of Lot #6 included.)
The other changes are improvements to the overall
subdivision that were not foreseen at the time of approval
and are as follows:
1.) Changes in some setbacks on Lot 5 to 5 feet - this
allows House #5 to stay further back from House #2,
increasing separation and privacy. Aspen Chance owns the
common land which the house moves closer to and Lot 114.
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1600 Smith Streer' Suite 3800, Houston, Texas 77002-7979' 713/951-7300
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ASPEN - CHANCE, INC.
Mr. Alan Richman
October 7, 1985
Page 2, 1985
2.) Addition of a 5 foot utility easement - to
accomodate the underground sprinkler system.
o. \t ...
3.) Correction of parking and setbacks for parking 0\(
structure as approved previously by Sunny (copy of letter
attached) .
4.) Modification of ski easement to make workable with
landscaping.
Please call me if you have any questions about these
items or need further clarification.
EZ/gb
Enclosures
1600 Smith Streer. Suite 3800 . Houston, Texas 77002-7979 . 713/951-7300
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KAREN B. SMITH, AICP
Planning and Management Services
450 So. Galena Street, Suite 202
Aspen, Colorado 81611
Phone: (303) 925-4894
Mr. Sunny Vann, Planning Director
130 South Galena Street
Aspen, CO 81611
June 20, 1984
Dear Sunny: \
I
Pursuant to Section 24-8.26 of the Aspen Municipal COde't I am
requesting you to approve several minor changes in the ap roved
Aspen Chance PUD plan. These changes actually represent im rove-
ments that did not become apparent until we had begur the
construction documentation. They are within the limits of '\minor
change" as provided in the Code.
A brief description of each change is as follows:
1. Minor changes are proposed in the configuratidn of
footprints of buildings that are to be constructe this
summer. The changes will more accurately reflect
planned foundations, do not increase lot coverage, and
in one case, result in a reduction of FAR. One oot-
print will also move very slightly in location.
2, It is proposed to convert the outparcel section 0 Lot
1 to common area due to the overlapping effec of
drainage and pedestrian easements. While this re ults
in a reduction of the size of Lot 1 by approxim tely
2350 square feet, it results in an equivalent inc ease
in the size of the common area. Lot 1 will still e in
excess of 15,000 square feet, the minimum lot size of
the district.
I
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3. Change in the configuration of parking around the ~pper
driveway turn-around is also proposed. There will be
no change in the number of spaces, but we propos to
relocate spaces to the west off the driveway to Lo 7.
Jay Hammond has signed off on engineering aspect of
the proposed relocation,
We are providing you with an amended plat and are availabl to
point out the changes described above.
,-.,
Mr. Sunny Vann, P~~nning Director
June 20, 1984
Page 2
,'-"
If you agree with the changes, your signature below wil be
necessary to approve the modifications of the PUD Plan.
Sincerely,
4 J3;&a!t-
Karen B. Smith, AICP
for Aspen Chance, Inc.
KBS:klm
DATE:
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Aspen/Pitkin Planning Office
130 south galena street
aspen, colorado 81611
October 21, 1985
r,:r. Ed Zasacky
Aspen-Chance, Inc.
Rox 1168
lq,pen, CO S1611
'Dear Ed:
P,lrsuant to Section 24-3,26 (a), the Planning Director is ",.l'.hori ::.ec"
to approve "minor changeE in the location, sizing, height, and sitins
of builc:inoE and structurec" of a roD plan. lIccorclin0),\', I ap,l)rove
~ .J .. ,
the follol"ing ar.tenof;lCnts to the l;s[.en Chance Subch-ision:
1. Changes in sor.:e setbacks to I.ots 6 and 5, as indicated on
mar,
2.' Addition to 5-foot easemcr!t 011 Lot 7.
3. The combir.atiol1 of sl,i easements \..'ith utility easerJent.s
~"'J(,I'(J tjl(~ n(;rJ....L c;!l( ('Cf.t rroI,(.rtl' J.jrlcB c:: Lot l~.. but not
l'he deletion of the slJitchback easeDer:t on Lots 3 and 6 as
tbi 5 ea ser.1ent is nece ~;~ f~ ry to 2110"'; sJt; j ('1" [- t (> c.1 i.nb the
hillside. It shoulc. be noted that the respective setbacks
between Lots 3 and fl. 1'loulc1 reDair. 10 feet on' both lots.
4. Correction of parking alia setbacks for r.<lrkir.g structure
(retaining \'1all) as approved previously by Sunny Vann.
5. Increa~:e the ~lidth to 12 feet of the "public trail easement"
clong the southern border of the subdivif:ioTl i.n order to
accor:u:1odate a 10 foot \'lide trail to be built by the Nordic
Council.
i.n amended final plat T.1lwt be recorded shoui.ng the approved changes in
accordance I'lith filing procedures. Pleaso contact Jcy Hammond, City
Sngineer, to initiate ti':e plat recorc1ation rrocess.
Sincerely,
~
Alan Fichman
Planning and Development Director
I\I,! ne c
cc: Jay Hammond
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AgPEN.PITi<IN F;u=(;IONAL.SljILDINt...QEPART
Mellon Bank, N.A.
Attention: Mrs. Jennifer May
Mellon Square
Pittsburgh, PA 1523U
He:
Lot 6,Aspen Chance
City of ASpen, Pitki'
StateQf Colorado .
ID
Co.
Dear Mrs. May:'
, '
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This letter will confirm the filllowing. matters with respect. to
the referenced real, property: "
1. That the zoning for the Aspen Chance
Subdivision, inc1uding Lot 6, is R-15 PUD;
2. That the Aspen ChanceSubdi vis ion, including
Lot 6, is served with, the following
utilities: natural gas (Rocky Mountain
Natural Gas Company); 'electricity and water
(City of Aspen); sewer (Aspen Metropolitan
Sanitation District) and te-Iephone (Mountain
Bell); ,
3. That the copy of the Building Permit covering
the residence presently under' cons.truction on
Lot 6, Aspen Chance Subdivision, is a true
copy of said permit and is presently in'full
force and effect;
4. That the developer, of' the' Aspen Chance
Subdivision, Aspen Chance, Inc., is in
substantial compliance with the provisions of
the P.U,D. and SubdivisIon Agreement for
Aspen Chance Subdivi'sibn, that the City of
Aspen has not issued' a wl:-i tten order '
specifying non-compliance under the
Agreement,' and that the delay in comple.ting
the single-family dwelling on Lot 6, is
,hereby consented to;,
offices:
$"1'7 East Hopki"sAve"ue
#,llIpe" , Colorado 1':11611
3031925-5973
mail address:
506 East Mei"
AspE," ,Colored
treet.
81611
.... 1"""\. ,1"""'\
A5PEN.PITKIN ~-=GIONALBUILDIN~ 'DEPART
ENT
Mellon Bank, N.A.
Mrs. Jennifer May
January 30, 1986
Page 2
5. Landscaping will be ,required as per
Agl'eement;
6. A fUl'th-er Plant ,Improvement Fee, will be
required;
7.
Lot 6is limited to four {4) bedrooms and the
footprint not to exceed 3505 square feet.
I
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ASPgN/PITKIN' REGIONAL BUILDING DEPAR MENT
Patsy N
Zoning
By:
cc: Chuck Bl'andt
Enclosure
offices:
517 East Hopkins Avenue
Aspen, Colorado 81611
303/925-5973
mail address:
506 East Main S reet
Aspen, Colorado 1611
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KAREN B. SMITH, AICP
Planning and Management Services
450 So. Galena Street, Suite 202
Aspen, Colorado 81611
Phone: (303) 925,4894
Mr. Sunny Vann, Planning Director
130 South Galena Street
Aspen, CO 81611
June 20, 1984
Dear Sunny:
Pursuant to Section 24-8.26 of the Aspen Municipal Code, I 1m
requesting you to approve several minor changes in the approvl1d
Aspen Chance PUD plan. These changes actually represent improv -
ments that did not become apparent until we had begun t e
construction documentation. They are within the limits of "minq>r
change" as provided in the Code, I
A brief description of each change is as follows:
1.
Minor changes are proposed in the configuration ,f
footprints of buildings that are to be constructed th's
summer. The changes will more accurately ref1e t
planned foundations, do not increase lot coverage, a d
in one case, result in a reduction of FAR. One foo~-
print will also move very slightly in location. I
It is proposed to convert the outparce1 section of L~t
1 to common area due to the overlapping effect f
drainage and pedestrian easements, While this resu1 s
in a reduction of the size of Lot 1 by approximate y
2350 square feet, it results in an equivalent increa e
in the size of the common area. Lot 1 will still be in
excess of 15,000 square feet, the minimum lot size of
the district.
2.
3. Change in the configuration of parking around the upper
driveway turn-around is also proposed. There will b'
no change in the number of spaces, but we propose t)
relocate spaces to the west off the driveway to Lot 7.
Jay Hammond has signed off on engineering aspects olf
the proposed relocation. \
We are providing you with an amended plat and are available t)
point out the changes described above,
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Mr. Sunny Vann, Plalwing Director
June 20, 1984
Page 2
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If you agree with the changes, your signature below will be
necessary to approve the modifications of the PUD Plan.
Sincerely,
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Karen B. Smith, AICP
for Aspen Chance, Inc.
KBS:klm
DATE: ;0~ ~
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, 470 PAGE758 ~- "" ;:0:'
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P,U.D. AND SUBDIVISION AGREEMENT: ::<J"w Wi
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ASPEN CHANCE SUBDIVISION ..J.::. ""
This P.U.D. and Subdivision Agreement is made and
entered into this 2:; day of ~~'4-' 1984, by and between
the CITY OF ASPEN, Colorado, ~ municipal corporation
(hereinafter referred to as "City"), and ASPEN CHANCE, INC.,
a Colorado corporation (hereinafter referred to as the
"Owner").
R E C I TAL S
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1, The Owner has submitted to the City for
approval, execution and recordation, the final plat and
development plan of a tract of land situate within the City
of Aspen, Colorado, legally described on Exhibit "A"
attached hereto and incorporated herein by this reference,
and designated as "Aspen Chance Subdivision" (the "Plat");
and
2. The City has fully considered the Plat, the
proposed development, the improvement of the land and the
effects of the proposed development and improvement of land
included in the Plat on other adjoining or neighboring
properties; and
3 . The City has imposed certain conditions and
requirements in connection with its approval, execution and
recordation of the Plat, such matters being necessary to
protect, promote and enhance the public welfare; and
4, The Owner is Willing to acknowledge, accept,
abide by and faithfully perform the conditions and
requirements imposed by the City in approving the Plat; and
5. Under the authority of SS 20-l6(c) and 24-8,6
of the Municipal Code of the City of Aspen, Colorado, the
City is entitled to assurance that the matters hereinafter
agreed to will be faithfully performed by the Owner;
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NOW, THEREFORE, IN CONSIDERATION OF THE PREMISES,
the mutual covenants herein contained, and the approval,
execution and acceptance of the Plat for recordation by the
City, it is mutually agreed as follows:
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BOOK 4:70 PAGE 159
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The Aspen Chance Subdivision as shown on the Plat \'
includes the following elements:
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B. Lots I, 2, 3, and 6 shall be limited to a I'
free market one family dwelling.
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1.
GENERAL DEVELOPMENT PLAN
A. Lots 4, 5 and 7 may contain a free market
dwelling unit and a one (1) bedroom employee dwelling unit
deed restricted to moderate income rental guidelines, both
contained in a structure as shown on the preliminary Plat of
the Aspen Chance Subdivision,
C. Fee Simple Lots. Lots 1 through 7 are seven
(7) separately designated fee simple lots, as shown and
noted on the Plat. Each such fee simple lot shall be deemed
to include and be augmented in size by an undivided
one-seventh (1/7) interest in the "Common Area" indicated on
the Plat. Prior to its conveyance by the Owner to any third
party, each fee simple lot shall be deed or covenant
restricted upon such terms as shall provide that, with
respect to Lots 4, 5 and 7, the use of the structures are
limited to free market dwellings and associated one bedroom
deed restricted employee dwelling units both contained in
structures as shown on the Preliminary Plat of the Aspen
Chance Subdivision; and, with respect to lots I, 2, 3, and
6, the use of the structures is limited to free market one
family dwellings. The documents of conveyance to any such
fee simple lot shall expressly recite that the use of the
property is so restricted.
D, Employee Housing. The use and occupancy of
the employee housing units constructed on lots 4, 5 and 7
shall be and hereby are restricted by a covenant that runs
with the land to a qualified employee as such is defined
in S II below. The employee residing in such unit may be
charged a monthly rental not to exceed "moderate income"
rental guidelines applicable at the time of rental.
E. Si te Data Tabula tions .
Tabulations attached hereto and made
Exhibit "B" defines and describes
specifically the allocation of the uses
the Aspen Chance Subdivision.
The Site Data
a part hereof as
further and more
anticipated within
II.
EMPLOYEE HOUSING DEDICATION AND RESTRICTION
The Owner hereby covenants with the City that the
three employee units described above in S I, paragraph D, to
be constructed on Lots 4, 5 and 7 shall be each restricted
in terms of their use and occupancy to rental and occupancy
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BOOK 470 PAtE 760
guidelines established by the City Council for moderate '
income employee housing. The owner of the lot shall have I
the right to lease the unit to a qualified employee of his
selection. Such individual may be an employee of the Owner
employed as a resident caretaker, provided such person
fulfills the definition of "qualified employee" set forth
herein. "Qualified employee" as used herein shall mean any
person currently residing and employed in the City of Aspen
or Pitkin County an average of thirty (30) hours per week,
nine months out of any twelve (12) month period who shall
meet the moderate income and occupancy eligibility
requirements generally established and applied by the City
in respect of employee housing. Verification of employment
of those persons living in the employee units shall be
completed and filed with the City Councilor its designee by
the owner of the unit. If an owner does not rent the
employee unit on his lot to a qualified employee, the
employee unit shall be made available in accordance with
Housing Authority guidelines, provided the OWner shall have
the right to approve any prospective tenant, which approval
shall not unreasonably be withheld. The standard "Housing
Authority Employee Unit Agreement" shall be entered into
prior to the issuance of a building permit for any lot
containing the employee housing units and that agreement
shall be filed with the City of Aspen Housing Authority.
These covenants shall be deemed to run with lots 4, 5 and 7
as a burden thereto for the benefit of and shall be
specifically enforceable by the City by any appropriate
legal action including injunction, abatement, eviction or
rescission of noncomplying tenancy, for the period of the
life of the longest lived member of the presently existing
City Council of the City of Aspen, Colorado, plus twenty-one
(21) years, or for a period of fifty (50) years from the
date of recording hereof in the Pitkin County real property
records, whichever period shall be less.
III.
CONSTRUCTION OF IMPROVEMENTS
A. Nature of Improvements. Owner hereby agrees
to be responsible for the making and installing of the
improvements to be contained wi thin the development
indicated on the Plat. The nature of such improvements
shall substantially conform to the schedule entitled "Aspen
Chance Subdivision Improvement Schedule" attached hereto and
made a part hereof as Exhibit "C,"
B. Construction Schedule. Construction of all
development improvements shall substantially conform to the
construction schedule set forth within the attached Exhibit
"C," unless amended in the manner set forth in SIV, below.
The construction schedule includes the dates anticipated for
the beginning and completion of the improvements.
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C. En,ineerin,_ Geo10q, - Surface con:::n~/()A::rini1
construction in the Aspen Chance Subdivision shall conform
to and follow the reconunendations contained in the "Drainage
Study for the Aspen Chance Subdivision" by McLaughlin Water
Engineers, dated February, 1984, and the "Soil and
Foundation Investigation for Proposed Residential
development, Chance Mining Claim, Aspen, Colorado" dated
December 28, 1983, as corrected by letter dated January 10,
1984, by Chen and Associates, Inc., as such may apply to any
construction in the subdivision, The herein described
"Drainage Study", "Soil and Foundation Investigation" and
correction letter are by this reference incorporated herein.
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proposed
drainage
D. Roof Drainage. Pursuant
in the McLaughlin, "Drainage
shall be retained on site.
to the systems
Study," all roof
E. Landscaping Plan. In accordance with
S24-8.16 of the Municipal Code, all landscaping shall
substantially conform to the "Landscape-Site Plan" attached
hereto and incorporated herein by this reference, and to the
"Landscape Design Objective" described in Exhibit "D"
attached hereto and made a part hereof, which together show
the extent and location of all plant materials and other
landscape features, flower and shrub bed definition,
proposed plant material at mature sizes in appropriate
relation to scale, species and size of existing plant
material, proposed treatment of all ground surfaces (~"
paving, turf, gravel, etc.), location of water outlets, and
a plant material schedule with conunon and botanical names,
sized, quantities, and methods of transplant. Landscaping
will be completed in a logical phasing sequence conunensurate
with the phasing of the improvements contemplated in the
Development and Construction Schedule.
F. Vegetation of Disturbed Areas. Owner agrees,
pursuant to the provisions of the Landscaping and Grading
Plan that during the course of construction any portions of
the property which are disturbed shall, as soon as
practical, be landscaped and vegetated in accordance with
the Landscaping Plan.
systems
shall be
G. utilities Underground.
constructed within the Aspen
underground.
All
Chance
new utility
Subdivision
H. Improvement District. In the event that any
municipal improvement or improvements of a kind contemplated
in Section 20-16 of the Municipal Code of the City of Aspen,
as amended, become, in the sole judgment or discretion of
the City Council of the City of Aspen, necessary or
desirable to the area of the above described property,
covenantors will make no unreasonable objection to any
special assessment or special tax or proceeding therefor on
the basis that the property is adequately served by existing
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470 p1UE 762
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improvements and/or on the basis that the premises will not
be served or benefited by the improvement or improvements
proposed, Convenantor further agrees to join, upon the
demand therefor by the City, any special improvement
district, urban renewal district formed for construction of
such improvements (including, without limitation, signage,
drainage, underground utilities, paved streets and alleys,
planting, curbs, gutters, sidewalks, street lights, traffic
circulation, trails, recreation facilities, berms, open
space lands, public transportation facilities, parking,
etc.), in the area of the above-described property or to
reimburse the City of Aspen directly upon demand therefor if
the City should choose to construct these improvements
without the formation of such a district,
I. Woodburning Devices. The installation and
use of any woodburning devises in the Subdivision will be
governed by Ordinance 12 (series of 1983).
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permitted in
containing at
Top Soil/Gardens. Gardening shall only be
the Aspen Chance Subdivision in those areas
least a one (1) foot layer of top soil.
IV.
NON-COMPLIANCE AND REQUEST FOR AMENDMENTS
OR EXTENSIONS BY OWNER
A. In the event the City determines that the
OWner is not acting in substantial compliance with the terms
of this Agreement, the City may issue and serve upon the
Owner a written order specifying the alleged non-compliance
and requiring the OWner to cease and desist from such
non-compliance and rectify the same wi thin such reasonable
time as the City may determine and specify in such order.
Within twenty (20) days of the receipt of such order, the
OWner may file with the City a notice advising the City that
it is in compliance or a written petition requesting a
hearing to determine anyone or both of the following
matters:
(a) whether the alleged non-compliance exists or
did exist; or,
(b) whether a variance, extension of time or
amendment to this Agreement shall be granted with respect to
any such non-compliance which is determined to exist.
Upon the receipt of such petition, the City shall
promptly schedule a hearing to consider the matters set
forth in the cease and desist order and in the petition.
The hearing shall be convened and conducted pursuant to the
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procedures normally established by the City for other
hearings. If the City determines by a preponderance of the
evidence that a non-compliance exists which has not been
remedied. it may issue such compliance orders as may be
lawful and appropriate.
B. The OWner may, on its own initiative, at any I
time petition the City for an amendment to this Agreement I
and the exhibits attached hereto or to extend any of the
time periods or modify the specific time required for
performance. With respect to the Aspen Chance Subdivision
Improvements Schedule (Exhibit "C"), the OWner has made
various assumptions, which the City hereby acknowledges and
accepts, including the following:
(1) Obtaining the appropriate construction
financing within one (1) year from,the date of receiving all
final subdivision and P.U.D. approvals from the City;
(2) Completion in an expeditious manner of the
bidding, contractor selection, and implementation phases to
meet the dates indicated;
(3) Confirmation of the construction schedule by
selected contractors;
(4) Availability of the required labor and
materials during each phase;
(5) Sale of residences at a
permit the phasing suggested in the
Construction Schedule.
rate that would
Development and
The City shall not refuse to extend the time
periods for performance indicated in the Development and
Construction Schedule or refuse to allow reasonable
adjustments to the Schedule or the specifications if the
Owner demonstrates by a preponderance of the evidence that
the reasons for such extension or said adjustments result
from the failure of such assumptions, unforeseeable
circumstances, litigation, acts of God, or other events
beyond the control of the Owner despite good faith efforts
on its part to accomplish the same.
As is set forth below, the foregoing procedures
relative to non-compliance, amendments or extensions shall
not apply in respect of the rights of the City in the event
of a failure to maintain common facilities, which rights are
more particularly described in SVII, paragraph A, below,
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BOOK 470 PAGE 764
V.
EASEMENTS, RIGHTS OF WAY, AND RELOCATIONS
The Plat sets forth certain easements, rights oi
way, and anticipated relocations that will be necessary t~
cause the improvements anticipated thereon, which easements1
rights of way and relocations include the following: i
A. Private Access, Draina e and Utilit
Easements, The Owner dedicates and grants for the benefi
of the Aspen Chance Subdivision the access, drainage an~
utility easements shown and dedicated on the Plat. I
B. Ski Trail Easement. Owner hereby dedicatesl
and grants for the benefit of itself, its successors in
interest and any future owners of any lots in the Aspen
Chance Subdivision, the private ski trail easement as
generally described on the Plat.
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C. Public Trail Easement. The Owner Willi
dedicate for the benefit of the public a Public Trail
Easement described on the Plat. I
D. Utilities and Drainage. There is hereby I
established and agreed between the City and the Ownerl
necessary easements for the location, installation andl
maintenance of utilities and the establishment and 'I
maintenance of drainage, as such easements may be
specifically set forth on the Plat and Civil Engineering I
drawings.
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VI.
OTHER DEDICATIONS
A. Exemption. The employee housing units
located on lots 4, 5 and 7 constitute bona fide moderate
income housing development, and the Owner and City hereby
agree to the exemption of the same from the application of
park and recreation requirements of S 20-18 of the Aspen
Municipal Code.
B, Park Dedication Fee. The City recognizes,
confirms and accepts that Owner is dedicating a substantial
portion of the land in the Aspen Chance Subdivision for open
space and recreational purposes. Furthermore, a substantial
portion of the development is reconstructed dwelling units.
In consideration thereof, the City Council elects, pursuant
to S 20-18 of the Aspen Municipal Code, that a cash payment
in the amount of $22,505,00, in lieu of land dedication be
made by Owner. This payment is based on the calculations
set forth in Exhibit "E", attached hereto and made a part
hereof. Owner agrees to pay such Park Dedication Fee on a
pro rata basis, at the time of the issuance of a Certificate
of Occupancy for any lot (1/7 for each lot for which a
Certificate of Occupancy is issued).
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VII.
OPEN SPACE AND COMMON AREA
MANAGEMENT, MAINTENANCE AND USE
BOOK 4 70 PAGE 165
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The Plat consists of certain open space and a
common area adjacent to the separately designated fee simple
lots. Respective responsibilities, limitations, covenants
and agreements regarding the management, maintenance and use
of the open space and common area shall be as provided
below,
A, Common Area. The Common Area as described on
the Plat shall be owned in common by the owners of lots I
through 7, the owner of each lot to own an undivided
interest therein as a non-severable appurtenance to his or
her lot. Management and maintenance of the Common Area and
any common facilities shall be the responsibility of a
collective homeowners' association consisting of' the owners
of lots I through 7, pursuant to provisions as shall be set
forth in recorded covenants providing for such policies and
procedures governing the use and maintenance of the Common
Area and common facilities, These covenants may provide for
necessary budgets and financial reserves to be assessed
against homeowners' association members, and shall insure
permanently the fi t and proper maintenance, repair,
replacement and enduring first rate safety and quality of
the entire development, including its landscaped features,
driveways, ponds and streams, common utility systems and
paved areas, Responsibility of the homeowners' association
in this respect may be contractually delegated by it to a
private property management company or to a salaried
employee of the homeowners' association. The following
shall, as well, apply to the homeowners' Association
hereinabove referred to:
(1) Formation. The homeowners' association shall
be fully formed and established by the Owner prior to the
sale of any lots within the Aspen Chance Subdivision and
pursuant to applicable statutes governing the formation of
Colorado not-for-profit homeowners' associations,
(2) Documentation. Operative documents for the
homeowners' association shall include articles of
incorporation, bylaws, and rules and regulations. The
homeowners' association shall have the duty to enforce such
protective covenants as will be recorded by the Owner for
the purpose of preserving the architectural and aesthetic
compatibili ty of the entire development and its component
features.
(3) Membership Manda tory. Membership in the
homeowners' association shall be mandatory for each owner of
the fee simple lots 1 through 7 and shall be automatic upon
the recordation of any instrument transferring a legal
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ownership interest (excluding standard security interestsl)
in or to any of such lots. I
(4) Insurance, Taxes, Maintenance. The homeL
owners' association shall be responsible for a blanke~
liability and hazard insurance policy with respect to th
common areas as well as taxes and maintenance of any commo
recreational and other common facilities. I
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(5) Assessments and Liens. The homeowners~
association shall have , the power to levy assessments whic
will become a lien on individual fee simple lots 1 through
for the purpose of paying the cost of operating anf
maintaining common facilities,
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(6) Board of Managers. The board of managers of
the homeowners' association shall consist of at least thre~
,
(3) members who shall be owners of the fee simple lots t
through 7 within the development. t
The Owner shall record covenants reflecting th
above de, scribed responsibilities, purposes and powers of th
homeowners' association. In the event the homeowners
association (or any successor organization) shall at an~
time fail to maintain the common areas in accordance wit
such covenants, the procedures and the rights of the Cit
more particularly described in ~ 24-8.19 (b) of the Aspen
Municipal Code, which is hereby incorporated by reference a~
if set forth verbatim herein, shall then and thereupon gq
into effect and apply. The Owner further acknowledges thai
the procedure set forth in ~ IV, above, pertaining to thE!
procedure for default and amendment of this Agreement shal~
not be required with respect to the enforcement an~
implementation of common facilities maintenance as set fort~
and required by ~ 24-8.19.
B. Building Restrictions. The Owner agrees an
hereby covenants that the total number of units built withi
the Aspen Chance subdivision shall not exceed seven (7) fre~
market dwelling unit,s plus three (3) employee dwelling unit~'
without additional City approvals; and, all areas shown 0
the plat as being open space or common area shall so remai
perpetually. ]
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VIII.
WATER AVAILABILITY
According to water records the City of Aspen ha
senior water rights to the Durant Mine Water Ditch No. 525.1
Aspen Chance is presently perfecting its historic right t~
use 0.05 C.F.S. of water for irrigation and other benefiCia~
purposes. Aspen Chance shall have the right to negotiate
with the City of Aspen for the lease of water rights fro
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BOOK 4:70 p. GE 767
the Durant Mine for the
necessary to irrigate and
landscaping plan.
use of as much water as
meet the obligations of
is
the
Water service lines will be installed as shown on
"Utili ties," sheets C-5 and C-6, attached to the Plat. As
is shown on such sheets, six (6) inch diameter water mains
shall be extended to within one hundred (100) feet of the
dwelling units. The City agrees, on approval of this
Agreement and the Plat, through its water department, to
supply water consistent with the proper servicing of the
needs of the improvements to be constructed .at the Aspen
Chance Subdivision. Owner agrees to pay such tap fees
therefor as shall be determined by the tap fee schedule
presently in effect, at the time water service shall be
extended to the improvements.
IX.
SEWER AVAILABILITY
Sewer lines shall be installed consistent with the
provisions contained within the "Utilities," Sheets C-5, C-6
and C-7, attached to the Plat. The City agrees, upon
approval of this Agreement and the Plat by the Metropolitan
Sanitation District, that sewer services are fully available
for the development anticipated on the Plat, and that the
Owner agrees to pay such tap fees therefor as shall be
determined by the tap fee schedules in effect at the time
sewer service shall be extended to the improvements. Sewer
service shall be provided by the Sanitation District in a
manner that conforms to the schedule as set forth in Exhibit
"c" attached hereto. The OWner agrees that engineers from
the Metropolitan Sanitation District shall be entitled to
inspect the construction of the main trunk sewer lines.
Upon completion, these lines will be turned over to the
Metropolitan Sanitation District, together with such
appropriate easements as may be necessary.
X.
FINANCIAL ASSURANCE
Pursuant to Section 20-16 (c) and Section 24-8.16 of
the Aspen Municipal Code, Owner hereby agrees to provide a
guaranty in the sum of $ 1'2..1, 881.1.00 , which sum
represents the estimated cost of 100% of that portion of the
subdivision improvements and 125% of that portion of the
Landscaping Plan for which the City, through the City
Engineer, has requested financial assurance. Those portions
of the subdivision improvements and the Landscaping Plan for
which financial assurance has been requested and which
hereby is agreed to be given is described in Exhibit "F"
attached hereto and made a part hereof. The guaranty to be
provided by OWner shall be in the form of an irrevocable
letter of credit from a responsible financial institution.
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The guaranty shall give the City the unconditional right,
upon default by the OWner, or its successor or assigns, to
withdraw funds upon demand to partially or fully complete
and/or pay for any improvements or pay any outstanding bills
for work done thereon by any party. As portions of the
improvements required are completed, the City Engineer shall
inspect them, and upon approval and acceptance, he shall
authorize the release of the actual cost as documented by
invoices for that portion the improvements; PROVIDED,
HOWEVER, that ten percent (10%) of the estimated cost shall
be withheld until all proposed improvements are completed
and approved by the City Engineer.
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The Owner, its successors or assigns, hereby agrees to
further provide unto City a warranty as to all water and
sewer improvements described on Exhibit "F" for a period of
one (1) year from and after acceptance by the City of the
improvements.
It is the express understanding of the parties that the
procedure set forth in Section IV pertaining to the
procedure for default and amendment of this Agreement shall
not be required with respect to the enforcement and
implementation of financial assurance and guaranties to be
provided by OWner as set forth above and required by Section
20-16(c) and 24-8.16 of the Aspen Municipal Code.
XI.
MISCELLANEOUS
A. The provisions hereof shall be binding upon
and inure to the benefit of the Owner and City and their
respective successors and assigns.
construed
Colorado.
B.
in
This Agreement
accordance with
shall be
the laws
subject to
of the State
and
of
C. If any of the provisions of this Agreement or
any paragraph, sentence, clause, phrase, word, or section or
the application thereof in any circumstances is invalidated,
such invalidity shall not affect the validity of the
remainder of this Agreement, and the application of any such
provision, paragraph, sentence, clause, phrase, word, or
section in any other circumstance shall not be affected
thereby.
D. This P.U.D. and Subdivision Agreement
contains the entire understanding between the parties herein
with respect to the transactions contemplated hereunder and
may be altered or amended from time to time only by written
instruments executed by all parties hereto.
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E. Numerical and title headings contained in I
this Agreement are for convenience only, and shall not be
deemed determinative of the substance contained herein. As ,
used herein, where the context requires, the use of the !
singular shall include the plural and the use of any gender i
shall include all genders. I
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F. The parties agree that this P.U.D. and
Subdivision Agreement for Aspen Chance Subdivision shall be
recorded by the City in the Pitkin County, Colorado real
property records.
G. Notices to be given to the parties to this
Agreement shall be considered to be given if delivered or if
deposited in the United States Mail to the parties by
registered or certified mail at the addresses indicated
below, or such other addresses as may be substituted upon
written notice by the Parties or their successors or
assigns:
CITY OF ASPEN
City Manager
130 S. Galena Street
Aspen, CO 81611
ASPEN CHANCE, INC.
Neal Myers
Houston Natural Gas Bldg.
1200 Travis, Suite 200
Houston, TX 77002
H. The terms, conditions, provisions and
obligations herein contained shall be deemed covenants that
run with and burden the real property more particularly
described in Exhibit "A" hereto and any and all owners
thereof, their successors, grantees or assigns and further
shall inure to the benefit of and be specifically
enforceable by or against the parties hereto, their
successors, grantees or assigns.
IN WITNESS WHEREOF, the parties hereto have
hereunto executed their hands and seals on the dates and
year respectively indicated, in full understanding and
agreement to the terms and conditions herein contained.
CITY OF ASPEN
a Colorado Munic'
..11' .""i
By
..''';>:.';;''1111\
SIGNATURE LINES AND NOTARY CLAUSES
CONTINUE ON FOLLOWING PAGE
- 12 -
BO()H 470 PAGE 710
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The foregoing instrument was acknowledged before !
me this ot"- day ~ <:1.1. J ~ , 19 8'4 , by Wn.T.. L.1"'CH-AleL--BS-r.
~u...-liJ.s o~~-:U:l~ as Mayor~ and~ATH~N KOCH, as City Clerk of THE
CITY OF ASPEN, a Colorado municipal corporation.
"r.: c (:"""
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ATTEST:
,-,
,-,
ASPEN CHANCE, INC.
By
~<!-....../
Neal Myer ,
STATE OF COLORADO)
)
COUNTY OF PITKIN )
ss.
WITNESS my hand and official seal.
My Commission
.rPir.Yf/;. '0/$7
tJ-Vtti;u C. ~
Notary Public
~t:~SOrfo ~;-;u
.J
STATE OF COLORADO)
) ss.
COUNTY OF PITKIN )
The foregoi g
me this dOOu day of
asGl/u~, and
.INC.., a Colorado Co
i : ~ " WITNESS my
"', ~
'c '.:'-
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\ ~ /",,"'~) . ~"
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:':1(e" .
instrument was asJsnowledged before
, 19~, by NEAL MYERS
aSI.S~cretary of ASPEN CHANCE,
orat' n. AssIstant
hand and official seal.
My Commission expires:~~/f7
'yjzar~ (2 .~
Notary pUbl,i,c j /J~ /
!J;::s~~~~
PUD and Subdiv Agrmt/CHANCE
- 13 -
BOOK 4:70 PAhE 771
,
,
,
\
i_......-
:RoOenG. ~
iNA.amR.HatnllDt
llohn W. MaaI
~H. SmadM
.~".IWA
EXHIBIT "A"
~-.
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"""- ---
WIlham S, O'MM1
Net! F. CunNt
AooertO,Scat~
H()I/If'atd e. Srowntng
JalHt R. Davia
MatlII'lS.OldfOfd
Uldlat'IH. &arr.a
Dona\lOr'l D. NiCIl:..
O.~e,Auttlft
A J.Ryart
(1901-1961)
--
-
Don Uyle
OonaJdC. ~
JOn" I( BrlgtM
Chatte..O ka"..,
-
MtIOS.K.lChutft
~CQtliklCa""
e. "~Kookef
{;923.t97OJ
C.JatnltSEriCktlOl'l
L.1lTyR. s..ard
Da"idOQllIaspirt
Jdlmes a AOtllM
910CooP*.........,.".
C..",ooo SPl'1"IQlI CQiQlado .'e0\
JOJ9-I$8664
BCUIllI.Rl!' IESCRIP'l'ICN
ASPEN awa SUBDlVISICN
A paroel of land situated in 5ecti.a1 18, Township 10 South, Range 84 ti:!~
of the 6th P.M., City of Aspen, O:lunty of Pitkin, State of O:llorado; ~
IlDre particularly described as fol.lows: !
Cc:mlencing at O:lrner No. 2 of Olance Ulde, a rebar and cap L. S. i!5933 in !
place, the True Point of Beg~; thence 5.45000'OO"E. 127.96 feet; tMnce
N.53oS0'43"E. 152.15 feet to a pomt on the ~sterly right-Qf-way line 01;
Ute Avenue; thence 5.38035'34"E. along said right-Qf-way line 26.57 feeti
to the northeasterly CXlrner of lot 5 of the ute Addition; t:b:m.ce leaving \
said right-of-way S.55016'42"W. along the I'IOl:trerly line of said Ict 5, I,
94.74 feet to the nort:1N:!sterly comer of said lot 5; thence S. 39057' 31"Pl.
along the westerly line of said lot 5, 45.21 feet to the so~sterly \
CXlmer of said Ict 5; thence N.57029'49"E. along the southerly line of said
Ict 5, 93.98 feet to a point on the westerly right-of-way line of said ~
Avenue; thence 5.38035' 34"1':. along said right-of-way line lOl.13 feet; th!mce
leaving said right-of-way line S.54007'50"W. 91.02 feet; thence S.39057'2?"E.
7.90 feet; thence S.47007'OO"W. 963.63 feet; t:hence N.450l0'OO"W. 284.56 teet
to a point on the northerly line of 0Iance Icde Claim U.S.M.5. No. l830; .tlhenoe
N.45000'OO"E. along said northerly line 530.24 feet to a point on line 3-4
of the Little Nell Icde, U.5.M.S. 3881, AM.; thence 5.43046'00"E. along sa'id
line 3-4 5.00 feet; t;hence N.45000'00"E. 170.64 feet to a point on the !
southerly edge of the Aspen Alps private road right-of-way; thence along i
said right-of-way along the arc of a cur\'e to the left having a radius of ~8. 60
feet a distance of 21. 32 feet (dm;d bears S.58040'14"W. 21.15 feet), to I:
a point on the northerly line of said <::haocle Lode Claim; trence N.45000'OOrE.
along said northerly line 243.49 feet to the True Point of Beginning; said:
parcel caltains 6.86 acres, more or less.
KICllla, >>1:.
910 ~ Avenue
Gl.emIood Springs, 00 81601
April 28, 1984
~.
~.
i
BOOK 470 IPAGE 772
!
EXHIBIT IIBI'
SITE DATA TABULATION***
LOT NO. BEDROOMS ACRES* SQUARE FEET BLDG. FOOT PRINT
SQ. FT. !
Lot 1 4 0.414** 15,674,8 1992
Lot 2 4 0.346 15,073.6 2243
Lot 3 4 0.514 22,397.8 3609
Lot 4 5 0.49l 21,396.2 4856
.-,. 5 0.461 20,076.6 5064
Lot 5
Lot 6 4 0.363 15,803.5 3505
Lot 7 6 0.652 28,4l2.9 4367 .
Common Area
Within County
o
3.0
0.195
130,516.0
Roads within
County
8,496.9
Within City
o
0.249
...13,233.4
,Parking Roads
Access & Parking
Easement to Aspen
Alps Condos 0
0.47+/-
20,540+/-
0.188
8,201.4
...
Total
Subdivision
32
+ +
6.873- 299,283.l-
25636,0'
..
* 1 Acre = 43,560 sq. ft.
** All Acreage has been rounded up to nearest 1000th
***Revised as of May 23, 1984
ill
iA"
EXHIBIT "c"
CONSTRUCTION SCHEOULE
ASPEN CHANCE SUBDIVISION
Schedule
Protect trees to be saved
cut down trees and brush
Tear down buildings
Haul debris
Layout roads, utilities
and building envelopes
Rough grade road, building
envelopes and re-contour terrain
Dig water lines and inst~ll
Dig sewer lines and install
Dig gas lines and install
Dig crawl space for house #6
Dig and install electric lines,
install cable T.V. and phone in
same trench
Transplant trees by road
Start foundation on house #2
Dig crawl space house #6
Oig piling for house #6
Final contouring south end
subdivision
Begin planting trees south side
Begin foundation house .6
Dig crawl space for House '7 and drive
piles
,..
9fJn~ 4 VO PAGE 773
,
,
Date 1984
May 23rd
May 25th
May 28th
May 30th
June 6 th
June lIth
June 13 th
June 15th
June 15th
June 18th
June l8th
June 19th
June 21st
June 2lst
June 25th
June 25th
June 25th
M
/
/
~
l"
Page TwO (Continued)
Schedule
Back fill house 12 and
begin landscaping
Finish contouring upper bench
and begin landscaping
Begin foundation for house #7
Begin landscaping on lined streams
Start work on rebuilding entrance
to mine
Finish work on drainage system
Start landscaping on middle level
Begin landscaping on lower level
Landscaper to begin laying sod
Landscaping for 1st year to be completed
Lay 6" of road base on all roads
Complete house #2
Complete house #6
Complete house #7
Start house #1
Start house is
Complete landscaping on
houses i2 &. i6
Begin landscaping on house i7
Complete landscaping on house i7
Pave roads to upper and lower houses
Complete landscaping around house #1
Complete landscaping around house #5
~
BOOK 470 PABE7? 4.
I
Date 1ge4
June 28th
I
July 1st
i
i
i
July 11th
July 15th
i
July 15th
i
July 20th
July
25t.h
i
i
August 1st
August 15th
Octoberi15th
October i16th
DecembeI1 2lst
I
Februar~ Ist,1985
I
June 1st
,
i
June 1st:
,
June 15~h
,
July Is~
!
July 1st
August list
. i
i
Septembe[r 1st
Septembelr 1st
I
I
October il5th
~.
~
BOOK 4 70 Pl\~E 775
Page Three (Continued)
Sched.ule
Complete house #1
Date 1985 j
"
December 2lst
,
,
i
Complete house #5 February lst,1986
,
Start house #4 June 1st
I
,
Complete landscaping around house U September 1Jst
i
Complete landscaping around house #3 October 15~
Pave middle level roads October 15th
i
Complete house #4 December 21~t
Complete house #3 February i
lst, 1987
!
Finish cleag-up on site May 15th, 1987
,
.'
~
..~
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~
fl.,
BOOK 4:70 PAGE 7V6
EXHIBIT "0"
LANDSCAPE DESIGN OBJECTIVE
The landscaping, commensurate with the building i
construction and in accordance with the January 12, 1984,
memorandum from Jim Holland, Director of Parks, and the
Conceptual Site Plan attached thereto, attached hereto as
Exhibit "1," is anticipated in being accomplished in a three
(3) year period. The first year will see the disturbed site
totally reshaped, utilities in place to each lot and
landscaping completed on Lots 2, 6 and 7. On the southern
boundary-line trees will be planted to provide visual
screening from the adjacent site. This will be accomplished
within the first summer of construction. The center three
(3) sites (3, 4, 5) will be covered with topsoil except the
house site per ~ and one of the three (3) sites will be
used to store, grow, and acclimate the plants and trees
needed for the completion of the first year and the
screening trees, as many as practical, will be planted
around that area. The preliminary landscaping around Lot 1
will be done at the same time (summer 1984) after the
existing buildings have been removed. As each house is
completed the landscaping per the plans will be completed. i
As much landscaping as practical will be done on each site
before construction takes place.
It is the intention of the Owner, who will live in
the house designed on Lot 7 to create a beautiful, natural
environment for the occupants of the site to enjoy.
pu~ Exhibit O/CHANCE
.......-
/'
/'
~
--
EXHIBIT "E"
I
BOOK 4:70 PA!3t 777
PARK DEDICATION FEE
Proposed Development:
Lot 1 .. BR
Lot 2 4 BR
Lot 3 4 BR
Lot 4 5* BR
Lot 5 5* BR
Lot 6 4 BR
Lot 7 6* BR
Includes one (1) employee unit bedroom exempt from park
dedication fee requirements.
There are eight (8) bedrooms existing on the site,
two (2) in the barn and one (1) each in the six (6) other
structures.
*
The October 1983, purchase price of $900,000.00
for the whole parcel (which includes substantial land, 3+
acres, in the County dedicated as open space), indicates the
fair market value of the property.
Calculate as follows:
$900,000.00 ~ 7 = $128,600.00 X .01 = $1,286.00
Subtract 1 existillgbedr,oom per lot except for Lot 7,
subtract 2 existing bedrooms, Lot 7.
Subtract employee bedrooms from Lots, 4, 5 and 7.
Lot 1 (3 BR) 2.5 x 1,286
Lot 2 2.5 x 1,286
Lot 3 2.5 x 1,286
Lot 4 2.5 x 1,286
Lot 5 2.5 x 1,286
Lot 6 2.5 x 1,286
Lot 7 2.5 x 1,286
TOTAL = 7 x 2.5 x 1,286 -$22,505.00
PUD Exhibit E/CHANCE
,-,
EXHIBIT "F"
UTILITIES INSTALLATION COST
,-,
I
BOOK 470 iPAGE 778
i
Description
Material & Labor Cost
I
1. Wa ter
a. 6" ductile iron water main-343' @
$20.00jft.
b. Fire hydrant wj6" gate valves- $1,250,00
ea.
2. Sewer
a. 6" P.V.C.-347' @20.00jft
b. Man holes - 6@ $44.50jVert. Ft.
c. Ring covers - 6@ $120.00 ea
3. Road Construction
a. 6" road base - l250 sq. yds@1.35jsq.ft.
b. 2" Asphalt paving - l235 sq. yds@1.35jsq.
ft.
c. 480' concrete curb and gutter @7.50 sq.
ft.
TOTAL
$ 6,840.00
3,750.00
6,940.00
2,202.75
720.00
15,187.50
13,893.76
3,600.00
$53,134.00
,-,
EXHIBIT "F"
LANDSCAPE DEVELOPMENT COST
Description
Trees
Bushes & Flowers
Top Soil
Sod
200 lbs of seed
. Sprinkler
Stream & Pond 8,000 sq. ft. @l.OO a sq. ft.
Extra labor
TOTAL
---
BOOK
4 70 P~JE 779
I
\
Cost
$ 10,000,00
2,000,00
25,000.00
2,000.00
500.00
5,000.00
8,000.00
2,500.00
$ 55,000.00
. .
-0
=ir- rb'
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This Agreement is made and enteredOin~~as of1Che
~day of ,nQy , 1984, between GEORG~. ~TCHELL ~nd
CYNTHIA MITCHELL, H.A. BORNEFELD, JR., and MARY BORNEFELD
whose address is 5237 Cedar Creek Dr., Houston, Texas 77056,
(hereinafter collectively referred to as "Mitcheil-
Bornefeld"), and ASPEN CHANCE, INC. a Texas corpora tid,n,
(hereinafter referred to as "Aspen Chance"), whose addr~ss
is c/o Neal Myers, Houston Natural Gas Bldg., 1200 Travis,
Suite 200, Houston, Texas 77002, and THE ASPEN AnpS
CONDOMINIUM ASSOCIATION, whose address is c/o Gerald Hew~y,
Box 1228, Aspen, Colorado 81612 (hereinafter "the Aspen
Alps") . !
/"'\
/"'\~
, r-
~"70 PAGE780 ~
BOOK
EASEMENT AGREEMENT
WIT N E SSE T H
----------
,
WHEREAS, Mi tchell-Bornefeld own~ a strip of l'7lnd
situated in Pitkin County used by varJ.ous persons W~lth
consent of Mitchell-Bornefeld as an access road which lis
more particularly described on attached Exhibit "A"; and, I
i
WHEREAS, Aspen Chance owns a parcel of lahd
situated in Pitkin County, Colorado, more' particular~y
desci:ibed on attached Exhibit "B", adjacent to Mitchel~-
Bornefeld's access road; and,
i
WHEREAS, Aspen Chance desires to utilize said
access road and also to cross certain other portions cbf
Mitchell-Bornefeld's property for the purpose of ingress a~d
egress from dwelling units to be constructed on Asp$n
Chance's property; and, i
"
,
,
WHEREAS, certain improvements of the Aspen Alps
encroach on property owned by Aspen Chance and the parties
I
desire to create an easement to allow such encroachment, 1
"
NOW THEREFORE in consideration of mutual covenanis
and agreements made herein Mitchell-Bornefeld, Aspen Chande
I
and the Aspen Alps covenant and agree as follows. ;
1. Mitchell-Bornefeld hereby grants to Aspdn
Chance, its successors and assigns, a perpetua],
nonexclusive easement and right of way over, on and acros[s
that certain road located on Mi tchell-Bornefeld I s propert~
which is described on attached Exhibit "A" for road purposels
for vehicular, pedestrian and other traffic ingress an~
egress to the property and for no other purpose described op
attached Exhibit "B" and to the lots to be created and the
dwelling units to be constructed on the Exhibit "B" property
according to the plat attached hereto as Exhibit "C." Thi~
easement hereby granted shall run with the land and shall be
I
i
i,
,-,
.--
:
I
'lOOK 4:70 PAGE ~81
,
deemed appurtenant to the subdivision contemplated by Aspen
Chance. Any transfer of legal title in the subdi vistLon
I
shall automatically transfer interest in this easement i to
the transferee.
2. Mitchell-Bornefeld hereby grants to Aspen
Chance, its successors and assigns a perpetual, nonexclusive
easement and right-of-way over, on and across cert~in
property of Mitchell-Bornefeld which is described Ion
attached Exhibit "D," for the purposes of vehicul~r,
pedestrian and other traffic ingress and egress to the
property and for no other purpose described on the attac~ed
Exhibit liB" and the dwelling units to be constructed on the
Exhibit "B" property according to the plat attached her~to
as Exhibit "C." Aspen Chance shall be responsible to tlay
for the costs of the upkeep and maintenance of the roads ion
said easement. This easement hereby granted shall run w~th
the land and shall be deemed appurtenant to the subdivis~on
contemplated by Aspen Chance. Any transfer of legal ti~le
in the subdivision shall automatically transfer interest lin
this easement to the transferee. i
,
3. Aspen Chance agrees that Aspen Chance willl
pay promptly upon being billed therefor, its pro rata sha~e
of all costs incurred by the Aspen Alps CondominiMm
Association, or its successors or assigns, in connectipn
wi th the maintenance and snow removal on the road on the
easement described in paragraph 1, including but not limit~d
to the costs of resurfacing, reconstruction and usual and
. I
customary ma~ntenance expenses and snow removal. In
determining the pro rata share the parties agree to
determine in good faith what a fair allocation of such costs
would be and agree that Aspen Chance's share shall n6t
exceed 5/43 of such costs. In the event Aspen Chance does
not pay its share of these costs within 30 days of i~s
receipt of a bill therefor, interest shall accrue on tl1e
unpaid amounts at the rate of 24% per annum from the date
Aspen Chance received the bill: and, Aspen Chance agrees to
pay such interest along with reasonable attorney's fees artd
costs of collection incurred by the Aspen Alps Condomini~m
Association to collect these sums. i
,
4. Aspen Chance hereby grants ~o
Mitchell-Bornefeld a perpetual nonexclusive easement for t~e
location of the tennis clubhouse and attendant parking are~
for the Aspen Alps' tennis courts as presently in place an~
as shown on the final recorded plat of Aspen Chanc~
Subdivision as "the water detention area for Aspen Chanc~
and parking easement for Aspen Alps - during daylight hour~
only" *which is located in part on property owned by the
Aspen Chance and for the sewerline serving the tennis clu~
house and for the waterline to the tennis courts, as
presently in place. This encroachment easement shal~
,
*
- 7 - I
and Aspen Alps Tennis Club bui1d~ng easement, containing 0,17 acres,
more or less, in the ijggregate,
,-,
1""'\
"
BO()K
4700}GE78?
,
I
include the right to repair and maintain said waterlihe,
sewer line and tennis clubhouse provided the Aspen Alps shall
restore to its original condition any portion of Aspen
Chance's property disturbed by such repair and maintenanc~.
\
5. In the event this agreement becomes the
subject of litigation, the parties agree the court sha.ll
award the prevailing party its reasonable attorney' s f~es
incurred as part of the costs to which the party becomes
entitled to recover under the court's judgment. I
6. This easement shall be
successors, personal representatives
party hereto.
binding on the heiis,
,
and assigns of each
I
I
7. All exhibits attached to this easement are iby
this reference incorporated herein and made a part hereof.i
i
8. This Easement Agreement may be executed lin
mul tiple counterparts, each of which shall consti tute ~n
original, but all of which taken together shall constitu~e
one and the same document. !
the parties have hereto s~t
the day and year first above
i
,
~~r
H.A. BORN ELD, JR.
(011t~tJMhM
YNTHIA MITCHELL :
~~. A2~ . -i-" SJJ
;:i9!ARY BORNEF D ! --......
- GEORGE P. MITCHELL
By
/1-A~~__ -"
NEAL MY: S
",!!olt_
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ASSOCIATION ATTEST: .'11'"",,"....
BY~
i~ecretary i
(ACKNOWLEDGEMENTS CONTINUE ON FOLLOWING PAGE)
ATTEST:
ASPEN CHANCE, INC.
By
By
- 3 -
f"..
,-,
BOOM
\
470 l'AliE'183
,
STATE OF Texas )
)
COUNTY OF Montgomerh'
ss.
The foregoing
me this 26th day of July
,
.
I
instrument was acknowledged befbre
, 1984 by GEORGE P. MITCHELL.:
\
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WITNESS my hand and official seal.
My commission expires: 3/29/87
~ '
AA AM!
Nta~
Address: 38 Rockfern Ct.,
The Woodlands, TX 77380
STATE OF Texas )
) ss.
COUNTY OF Montgomery)
i
The foregoing instrument was acknowledged befote
me this 26th day of July , 1984 by CYNTHIA MITCHELL.
.,tfl":';'!;.(,""'"
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'STATE OF
COUNTY
me this
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WITNESS my hand and official seal.
My commission expires: 3/29/87
-~
Address: 38 Rockfern Ct.,
The Woodlands, TX 77380
)
)
OF Montgomery)
Texas
ss.
The foregoing instrument was acknowledged beforS
\
26th day of July , 1984 by H.A. BORNEFELD, JR. i
WITNESS my hand and official seal.
My commission expires: 3/29/87
-kt~~M-
Address: 38 Rockfern Ct..
The Woodlands, TX 77380
(ACKNOWLEDGEMENTS CONTINUE ON FOLLOWING PAGE)
- 4 -
/""",
~
STATE OF Texas )
)
COUNTY OF Montgomery)
ss.
BOO~
!
470 PAGE 784\
!
,
me this
The foregoing instrument was acknowledged bef6re
26th day of July , 1984 by MARY BORNEFELD.
WITNESS my hand and official seal.
My commission expires: 3/29/87
~t~~
Address: 38 Rockfern Ct,
The Woodlands, TX 77380
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STATE OFa.GLOAAtltb.
, ) ss.
COUNTY OF ~tlKI'N
. ~ ~~he foregoing instrument was A'rfnowledged befo:qe
me thiS(N day of .-d ~~ ' 19~, by NEAL MYERjS
as Pres~dent, andel\. ~ aSIl'Secretary of ASPEN CHANCEI1,
. ,,'i,'I/"lIiiIllC, a Texas corporat~on,';';" "
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o :v," ",'1/ ":. WITNESS my hand and offi
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g~/\;\nTA;fJ""~% My Commission expires:
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ar Public
Address
STATE OF COLORADO)
) ss.
COUNTY OF PITKIN )
The ..foregoing instrument was acknowledged before
me this ~ day of ~ , 19 g-r , by
DIHJID rpJ/t) as President, an~ G ~as Secretary of
ASPEN ALPS CONDOMINIUM ASSOCIATION, a Colorado corporation.
WITNESS my hand and officia~Aeal.
My Commission expires: ~/9;18f~
Pc1 M 0 (h)(J. .4-~ c---
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Notary:Pub:lic .. . ...-v'l :a
Address ~g' &6J~c/
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EXHIBIT "Aft
,,,,,,,,\
'~ ;-
~uo Coope. .....er>'*
GIl!"'...::Ioa S"'....r;s CQIOraoo 81601
J03p.t~B6&oI
A J, RYi'ln
(1908.t967)
C, James Enckson
la1lyR. Sward
CoavodD, Gl!!asp..
JamesB Adkins
II
.fie ~Abt ~85
!
ri:109!".H Kan!:$$.
F\lcOer: G He'ldt'rson
't"i;,a<':1H H<lrnhlol'l
..!PM W Mllas
ryc>ger H Sm8~es
,
BOOK
Incorporated
eonaut\lns Eng~
Fou~
~-1IloS.KeICPlum
Spec..,1 CO/'Isullanr
E. Varnon Konkel
(1923-1970)
M.cl':aelH" Barrell
DonavonD NICkel
OavodE "\;$""
PrincIpal'
001'1 T. Pyle
OOl"laldC Webfor
JOI'll'lK 8f1gPll
Ctla'lesD,Keyes
",,\halT1 B O'Nea'
Ne,l F. Dunbar
ROber! D Scarro..
I-iow-ard e BrownIng
Jame.sR. DaVIs
Marlltl 5 OICHord
.....<<'-,. ~tnelpa1l
ASPEN ALPS ROAD ACCESS EASEMENT
A 20.00 foot wide strip of land situated in Section 18. Township 10
South, Range 84 Nest of the Sixth Principal Meridian, Pitkin County.
Colorado; said strip of 1and lying 10.00 feet to each side of the
following described centerline:
I
,
Commencing at Corner No.2 of Chance Lode, being an angle point on the!
Northerly line of Aspen Chance Subdivision; thence N.26"17'46"E. 183.65
feet to a point on the southwesterly right-of-way line of Ute Avenue. I
also being a point on the centerline of Aspen Alps Road. the True Poin~
of Beginning; thence the following four (4) courses along the center1irie
,
of said Aspen Alps Road: '
1. s.45"10'00"W. 188.00 feet;
2. Along the arc of a curve to the left having a radius
of 252.67 feet and a central angle of 16"22'00", a
distance of 72.17 feet (chord bears S.36"59'OO"W.
71.93 feet);
3. S,28"48'OO"W. 126,30 feet;
4. Along the arc of a curve to the right having a radius
of 38.60 feet and a central angle of 55"25'00", a
distance of 37,31 feet (chord bears S.56"30'30"W. 35.90
feet) to the Terminus.
June 21, 1984
KKBNA, INC.
910 Cooper Avenue
G1enwood Springs. CO 81601
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EXHIBIT B
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~~Ut 787
I
!=lbge.... ";.1""1$
ROt'M G 1oo"."V{',~'"
Will'dm" ".I~',I:.:-"l
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RCl':t'1l 0 Sc:mo_
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c.~~"'.:>rc: '5....;~ C<,OC.:Iec!l'&01
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SOf!C'~'conSI.<1!3nt
f V!:"fIOr'lKo,.itel
""'23.1~:'O\
A J R,.oI"
,1908.l!~671
DonT P~..
Dof'<1'O C Wl:'~
,;oMK B',9""l
CI'1.l"~~O Kf'.o:s
C J,t1':"esE..c:lts.on
L""rR S....rd
D.h.aO G.I'3S;lot!t
J,,"''':;.9 "'''.'I'IS
roJNDARY DESCRIPTICN
ASPEN owrn SUBDIVISICN
I
A parcel of land situated in Section 18, 'l'ownship lO South, Rcinge 84 VEst
of the 6th P.M., City of Aspen, County of Pitkin, State of Colorado; be.u\g
rrore particularly described as follcws:
Corrrrencing at Corner N::l. 2 of Chance Lode, a rebar and cap L. S. #5933 in
place, the True Point of Eeg~; thence S.45000'OO"E. 127.96 feet; ~nce
N.53050'43"E. 152.l5 feet to a pomt on tIle \<Iesterly right-of-<o;ay line o~
Ute Avenue; thence S.38035'34"E. along said right-of-way line 26.57 feet I
to the northeasterly corner of IDt 5 of the U'-...e ADdition; thence leaving I
said right-of-way S.550l6'42"W. along the northerly line of said IDt 5, !
94.74 feet to the nortlr"",,sterly comer of said IDt 5: thence S.39057'31"E~
along the v.'E:sterly line of saiq IDt 5, 45.21 feet to the south-westerly !
comer of said IDt 5; thence N.57029'49"E. along the SQutl1erly line of sa~d
lDt 5, 93.98 feet to a point on the westerly right-of-way line of said Ute
,~.venue; thence S. 380 35' 34 "E. along said right-of-way line 101.13 feet; ~nce
leaving said right-of-way line5.54007'50''W. 91.02 feet; thence S.39057'2?"E.
7.90 feet; thence S.47"07'OO''W. 963.63 feet; thence N.45010'OO"W. 284.56 :feet
to a point on the northerly line of Chance Icde Claim U.S.M.S. N::l. 1830; v,ence
N.45000'OO"E. along said northerly line 530.24 feet to a point on line 3-4
of the Little Nell Icde, U.S.M.S. 3881, !>.M.; thence S.43046'00"E. along said
line 3-4 5.00 feet; thence N.45000'OO"E. 170.64 feet to a point on the!
southerly edge of the Aspen' Alps private road right-of-way; thence along i
said right-of-way along the arc of a curve to the left having a radius of !48.60
feet a distance of 21.32 feet (chord bears S.58040'14"W. 21.15 feet), to i
a point on the northerly line of said Chance Icde Claim; thence N.45000'OOI"E.
along said northerly line 243.49 feet to the True Point of Beginning; saidl
parcel contains 6.86 a=es, rrore or less. I
;.pril 28, 1984
KKBNA, IN::.
910 Cooper AV=-11ue
Glen;..ood Springs, CD 81601
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EXHIBIT B
TO EASEMENT AGREEMENT
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EXHIBIT D
BOOK 4:70 PAGE 789
Access Easement
Mitchell-Bornefeld
to
Aspen Chance Subdivision
A strip of land situated in Section 18, Township 10 SoutH,
Range 84 West of the Sixth Principal Meridian, lying !
northerly of the northerly boundary line of Aspen Chanc~
,
Subdivision and southerly of the southerly right-of-way qf
Alps Road; said strip being more particularly described as
follows:
Commencing at Corner No. 2 of Chance Lode, also being an
angle point on the northerly line of Aspen Chance i
Subdivision; then S.45"00'00"W. along the northerly line 6f
said subdivision, 97.86 feet to a point on the easterly l~ne
of said easement, the True Point of Beginning; thence I
continuing along said northerly line S.45"00'00"W. 22.6~
feet to a point on the westerly line of said easement; then
N.59"00'00"W. along waid westerly line 18.70 feet, more ~r
less, to a point on the southerly line of said Alps Road;
then N.28"05'57"E. along said easterly line 25.30 feet, mdre
or less, to the True Point of Beginning; said strip conta~ns
0.01 acre, more or less. 1
February 13, 1984
Revised April 17, 1984
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