HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 1 LOT 23 LEGALa
D epar tment of C o mmunity Devel opme nt
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
To: Town of Vail property file
Lorelei Donaldson, Town of Vail Clerk
Eagle County Clerk and Recorder
O(tsopr
From:
Dale:
Re:
Elisabelh Eckel, Planner
Town of Vail Community Development Departmenl
December 8, 2004
Lot 23/ Vail Village West 1s Filing
1760 Sierra Trail
Parking requirement
The lot located at 1760 Sierra Trail is in non-conlormance with the parking requirements of the Two-Family
Primary/Secondary zone district, which are designated by the Vail Town Code, Section 12-10-10-8. Annexed
into the Town of Vail in 1986, the lot and the 4-plex struciure thereon became non-conforming in regard/to
parking, at that time containing only two of the 6-8 required parking spaces. The 4-plex is required to have at
Ieast six parking spaces (il each of the units is 500 square leet or less) and possibly eight or more parking
spaces (if each of the units is between 500 and 2,000 square feet).
Today, four enclosed parking spaces exist on the lot. Two of the enclosed spaceS that currently exisl were the
result of a crawlspace conversion in 1999. Though that additional parking caused the lot to come slightly more
inlo conformance with the regulations, it still lacks the required number of parking spaces and therelore remains
a non-conforming lot.
{p ^rt tr"o r ,t^
To:
From:
Dalei....."'
File
Ellsabeth Eckel
November 11,2004
Parking requirements at 1760 Sierra Trail
Lol 23lVall Vlllage West ld Flltng - -./
It has recently come lo my attention lhat a parking problem exists at the above address. After a bit of research,
I was able to determine whether or not the sale of two of the four enclosed parking spaces on the above lot for
use by a non-resident was in fact completed legally or in accordance with the Town's guidelines.
The Lot in question was annexed into the Town ol Vail in 1986, at which time it became legally non-conforming
in regard to the requirements ol the Primary/Secondary zone district into which it was annexed. Though it is
impossible for Stafi to determine the exact parking requirements for the units due to the fact that no plans are
on file from which the square footage (the basis of calculating parking needs) of the complex can be
determined, the condominiums are required to have at least six parking spaces (if each of the units is 500
square feet or less) and possibly eight or more parking spaces (if each ot the units is between 500 and 2000
square leet), according to Section 12-10-10 of the Vail Town Code. lt was found that two of the garage spaces
that exist today were the result of a crawlspace conversion in 1999. This additional parking caused the lot to
come slightly into more conformance with the regulations, though it still remained non-conforming, with only 4
spaces on the lot.
The lollowing aspects of the Vail Town Code apply to the restriction of the use ol any of the spaces, regardless
of their inception:
Zonlno Reaulatlons
12-10-17: LEASING OF PARKNG SPACES:
A. General: No owner, rccupant or building manager, or their respective agent or representative, shall
lease, rent, convey or restrict the use of any parung space, spaces or area to any Wrson other than
a tenant, occupant or user of the building for whictt the space, spaces or arca are required to be
provided by the zoning ordinances or regulations of the town except as may be specffically provided
in this section.
1 2-t 0-5: CONSTRUCTION AND MATNTENANCE:
All off-street parking and loading facilities required by this chapter shall be constructed and maintained in
aeordance with the minimum standards for such facilities prescribed by this chapter, and shall be
malntained fre of accumulated snow or other matertals preventlng full use and occupancy of the
faciltties in accordance with the intent of this chapter, except for temporary periods of short duration in
event of heavy or unusual snovrfall. (Ord. 8(1973) S 14.300)
Subdiv i sio n Reo u lat io n s
13-1-3: COMPLIANCE:
A. General Prohibition: lt is unlavvful for any person, business, or corporation to violate any of the
provisions of this Chapter or to transter, sell, lease or agree to sell or lease, any lot, tract, parcel, site,
separate interest (including a leasehold interest), interest in common, condominium interest, time-
share estate, fractional fee, or time-share license, or any other division within a subdivision within the
Town until such subdivision has been approved in witing by the Administrator, Planning and
Environmental Commission and/or the Council (whichever is applicable) and a plat thereof recorded
in the office of the Eagle County Clerk and Recorder; provided, however, that a written agreement to
sell or lease which is expressly conditioned upon full compliance by the seller with the subdivision
rqulations of the Town within a specified period of time and which expressly recites the seilers
failure to satisfy such condition within such period of time shall terminate the agreement and entitle
the buyer to the prompt return of all considention heretofore paid by the buyer under such
agreement, shall not constitute a violation of this subsection.
B. Prohibitive Conveyance: No lot or parcel of land, nor any interest therein, shall be transferred,
conveyd, sold, subdivided or aquired either in whole or in part, so as to ueate a new
nonconforming lot, or to avoid or circumvent or subvert any provision of this Chapter.
The Towjr of Vail will address, through code enforcement, the illegal conveyance of two ol the four parking
spaces, which increased the non-conformity of the on-site parking and loading.
t
I*,")zlu* u" 2 li
7
above address called this week. His landlord, the owner of a 4-plex
(Sierra Condos) on Sierra Trail, sold two of the four parking spaces
located in one of the units, Unit A, to a man in Florida who doesn't live
at the Sierra Condominiums. However, those two spaces were
converted from crawlspace in 1999, whereas the residence was
originally constrructed in 1980. This makes me think that since the
two spaces were added later, they are not requiredparking, and
therefore exempt from the following code section:
12-10-17: TEASING OF PARKING SPACES:
A. General: No owner, occupant or building manager, or their respective agent or
representative, shall lease, rent, convey or restrict the use of atry parking space, sryces
or area to any person other than a tenant, occupant or user of the building for which the
space, spaces or area are required to be provided by the zoning ordinances or
regulations of the town except as may be specificalty provided in this section
If the two spaces were indeed added later, and are not required for
ANY of the units within the 4-plex, then is he allowed to sell/restrict
their use as he pleases? Several sections of the code make me think
no.
1 2-10-5: CONSTRUCIION AND MAINTENANCE
AII off-street parking and loading facilities required by this chapter shall be constructed
and maintained in accordance with the minimum standards for such facilities prescribed
by this chapter, and shall be maintained free of accumulated snow or other materials
preventing full use and occupancy of the facilities in accordance with the intent of this
chapter, e><cept for temporary periods of short duration in event of heavy or unwual
snowfall (Ord. 8(1973) S 14.300)
Within the subdivision reeulations...
13-1-3: COMPIIANCE
A. General Prohibition: It is unlawful for any person, business, or corporation to violate
any of the proisions of this Chapter or to transfer, seII, Iease or agree to seII or lease, any
lot, tract, parcel, site, separate interest (including a leasehold interest), interest in
common, condominium interest, time-share estate, ftactional fee, or time-share license, or
any other division within a subdivision within the Town until such subdivision has been
approved in writing by the Administrator, Planning and Environmental Commission
and,/or the Council (whichever is applicable) and a plat thereof recorded in the offtce of
the Eagle County Clerk and Recorder; provided, however, that a written agreement to sell
or lease which is expressly conditioned upon fuII compliance by the seller with the
subdivision regulations of the Town within a specified period of time and which expressly
recites the seller's failure to satisfy such condition within such period of time shall
terminate the agreement and entitle the buyer to the prompt return of aII consideration
heretofore paid by the buyer under such agreement, shall not constitute aviolation ofthis
subsection
B. Prohibitive Cotweyance: No lot or parcel of land, nor any interest therein, shall be
trawferred, conveyed, sold, subdivided or acquired either in whole or in part, so as to
create a new nonconforming lot, or to Noid or circunNent or sufuert any provision of
this Chapter.
Within the definitions section of Title 13...
SUBDTWSION OR SUBDNIDED I.AND:
A. Meaning:
1. A tract of land which is divided into two (2) or more lots, tracts, parcels, sites, separate
interests (including leasehold interests), interests in common, or other division for the
purpose, whether immediate or future, of transfer of ownership, or for building or other
development, or for street use by reference to such subdivision or recorded plat thereof;
or
2. A tract of land including land to be used for condominiums, time share estates,
fractional fee units, or time share licenses; or
3. A house, condominium, apaftment or other dwelling unit which is divided into wo (2)
or more separate interests through division of the fee or title thereto, whether by
conveyance, license, Iease, contract for sale or any other method of dis4sition
B. Exceptions: Unless the method of land disposition is adopted for the purpose of evading
this deftnition the term "subdivision" as defined herein shall not apply to any of the
following divisions of land or interests in land:
1. The division of land by order of any court in this state or by operation of law.
2. The dtvision of land by a lien, mortgage, deed of trust or any other security instrument.
3. The division of land by a security or unit of interest in any investment trust regulated
under the laws of this state or any other interest in an investment entv.
4. The division of land which creates an interest or interests in oil, gas or minerals which
are now or hereafrer severed from the surface ownership of real property.
5. The division of land by the acquisition of an interest in land in the name of a husband
and wife or other persons in joint tenancy or as tenants in common and arty such interest
shall be deemed for purposes of this definition as only one interest; provided, however,
that no agreement ert$s, either recorded or unrecorded, between the cotenants allowing
for the use and occupancy of the property W one or more cotenants to the exclusion of
one or more cotenants during any period, whether annually recuning or not if such
agreement is in any way binding or effective uwn any assignee or future ov.,ner of a
fractional fee interest or if such agreement continues.to be in any wry binding or
effective upon any cotenant for the sale of any interest inthe properry.
6. The division of land by reason of the dissolution of a joint venture or other business
entity.
C. Compliance: No subdivision shall be approved which includes elements not in
conformance with the provisions of any applicable zoning ordinance or other ordinance
of the town or law or regulations of the state.
Please let me know what your thoughts are at next Tuesday's staff
meeting. I would welcome some clarity!
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The following parcels were selected. The records are s(
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on the respective Account Number.
Owner Name
KURPIUS, DENNIS J.
CONDO: SIERM CONDOS UNrT:1
DESC:GARAGE UNIT BK-0444 PG-0804
QCD 07-08-86 BK-0529 PG-0785 QCD
05-18-90 R846161 QCD 03-07-03
KURPIUS, DENNIS J.
CONDO: SIERRA CONDOS UNIT:2
DESC:GARAGE UNIT BK-0444 PG-0803
QCD 07-08-86 BK-o529 PG-0787 QCD
05-18-90 R846162 QCD 03-07-03
TAGUABUE, PIERRE
CONDO: SIERM CONDOS UNIT:C BK-0336
PG-0166 QCD 07-09-81 BK-0395
PG-Or72 QCD 08-24-84 CIVIL ACTION
#85-M- 1426
JARCHOW, KARI A.
;t
210312322005
1760 S]ERRA TRL VAIL
2r0312322006
1760 S]ERRA TRL VAIL
2LO3L2322003
1760 SIERRA TRL VAIL
210312322004
1760 SIERRA TRL VAIL
21031232200r
JI,{'L
CONDO: SIERM CONDOS UNIT:D BK-0361 PG-o
83 BK-0479 PG-0084 QCD 01-22-88 BK-0521 PG
14-89 BK-0631 PG-0069 QCD 01-19-94 BK-0631
01-19-94
GARY A, SCHAEFER REVOCABLE LIV
SIERRA CONDOS UNIT:A BK-0479
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'Parcel Multiple Search Results 1 Page2 of2
PG-0083 QCD o1-22-88 R817992 QCD
L2-12-02
CRICCO, JEFFREY
CONDO: SIERRA CONDOS UNIT:B BK-0524
PG-0765 QCD 11-08-93 R732775 QCD
05-22-00 R780o4s QCD 12-13-01
6 Record(s) Displayed.
2L0312322002
1760 SIERM TRL VAIL
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Contact us by phone: (970)328-8640, in Colorado (800)225-6135
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by email
The Eagle County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However. G
Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein cor
Copyright @ 2001 Good Turns Software. All Rights Reserved.
Database & Web Design by Good Turns Software.
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Owner Name
KURPIUS, DENNIS J,
CONDO: SIERM CONDOS UNIT:1
DESC:GARAGE UNIT BK-0444 PG-0804
QCD 07-08-86 8K-0s29 PG-0786 QCD
05- 18-90 R846161 QCD 03-07-03
KURPIUS, DENNIS J.
CONDO: SIERM CONDOS UNIT:2
DESC:GARAGE UNIT BK-0444 PG-0803
QCD 07-08-86 BK-0s29 PG-0787 QCD
05-18-90 R846162 QCD 03-07-03
KURPIUS, DENNIS J.
SUB:TALL PINES LOT:1A R720816 MAP
01- 19-00 R720at7 DEC 01-19-00
KURPIUS, DENNIS J.
SUB: HIGHLAND MEADOWS LOT:21 BK-0432
PG-0593 QCD 11-21-85
#,l"ff
000'"Owner Name Search
The following parcels were selected. The records are s(
Owner Name. To display detail information for a selecte
click on the respective Account Number.
4 Record(s) Displayed.
R013453 210312322005
1760 SIERM TRL VAIL
210312322006
1760 SIERRA TRL VAIL
210311425003
41 CHAMONIX LN VAIL
210314102003R004128
2074 VERMONT RD VAIL
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Contact us by phone: (970)328-8640, In Colorado (800)225-6136
By maff : Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by email
The Eagle County Assessor and Treasurer's offlces make every effort to collect and maintaln accurate data. However, G
Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the Information herein cor
Copyrlght @ 2001 Good Turns Software, All Rights Reserved,
Database & Web Deslgn by Good Tums Software.
http://unrrw.eagle-county.com/Goodtums/assessor/?arcelMultipleResults.asp lll1612004
Q^*oq. SPncE
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Sales Detail I Value Detail I Residentiai/Commercial Improvement Detail I Land Detail
Tax Area Account Number t Pat cel l\tumber Mill Levy
sc 103 R013453 I zrvS Lzszzuu)45.566
RPIUS, DENNIS J,
Owner Name and Address
Legal Description
CONDO: SIERM CONDOS UN]T:1
DESC:GARAGE UNIT BK-0444 PG-0804
IQCD 07-08-86 BK-0529 PG-0786 QCD
05-18-90 R846161 QCD 03-07-03
Location
Property Tax Valuation Information
Actual Value Assessed Value
Land:n 0
Improvements:1,8301 T-rso
1760 SIERRA TRL UNIT: 1 VAIL
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Basic Building Characteristics
No Building Records Found
Tax Information
Number of Residential Buildi
Number of Comm/Ind Build
Tax Year I Transaction Type Amount
[- lrg7-----_l I Tax Amount $17.721I lset----__l Tax Payment: Whole $tt.t4l
1998 Tax Amount $1rl5l
1998 Tax Payment: Whole ($1s.16)
- t oooL ::- -!Tax Amount $19.70
1999 Tax Payment: Whole ($19.70)
2000 Tax Amount $20.10
2000 I Tax Payment: Whole ($20.10)
2001 ru [ $.Al
Tax Payment: Whole l---- ($?.+ot
2002 |Tax Amount $7.80
2002 |Tax Payment: Whole ($7.80)
2003 Tax Amount $5.9e
2003 ($6.98)
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Assessor Database Search Options I Treasurer Database Search Options
Contact us by phone: (970)328-8640, in Colorado (800)225-6136
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by email
The Eagle County Assessor and Treasurer's Offices make every effort to collect and maintaln accurate data. However, G
Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein cor
Copyright @ 2001 Good Turns Software. All Rights Reserved.
Database & Web Design by Good Turns Software.
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TOWNOFVAIL
75 S.FRONTACEROAD
VAIL. CO 81657
970479-2138
Valuation: $2.000.00
Fireplace Information: Restricted: Y
Status.....: ISSUED
Applied...: 07129/2004
Issued...: 07130/2004
Expires...: 01126/2005
Add Sq Ft 0
# ofcas Logs: 0 # of wood Pellet: 0# of Gas Appliances: 0
S59.25 Restuarant Plan ReYiew->
50.00 R€creationFee----->
$3.00 Clean-uPDcP6eit->
ui+ D
Project No... : pa orf- A>74
OWNER JARCHOW, KARI A.
PO BOX 3063
VAIIJ
co 81658
Iricense;
CONIRJACTOR STEWART, BE}I
1750 Sierra Trail
Unit D
Vail, Colorado 81557
L,icense : 314 -Lr
APPI,ICA}iTT STEWART, BSN
1750 Sierra Trail
Unit D
Vai1, Colorado 81657
License: 314 -L
o7/29/2OO4 Phone:
o7 /29/2oo4 Phone: 47L-o852
o7/29/2OO4 Phonez 47L-0852
Desciption:
REPLACE ROTTEN JOISTS, REPLACE TREAD BOARDS, REPLACE
RAILING, BTINC EVERYTHING Up rO CODE (42' RAILING) GREEN
BAORD FOR ALL REPLACEMENT. BACK DECK HAS BEEN COMPLETED.
WILL BRING RAIL AROLND WINDOW TO CODE AND ADD LADDER TO
UPHOLD FIRE STANDARD
Occupancy:
Type Construction:
Type Occupancy: ??
rrr.atr+r+a*'lr*trl+tltt*:tl'*ar*a't*t*!**r*'traatr'r:al|*'rt*r*r*rrrt,rt'tatt**'r'} FEE SUMMARY '|*{rll'rr:tt't'rr'r*:ttr't***i
Plan Check--> $45 . 01 DRB Fee------>
Building---->
Invesligation->
Will Call-->
SO - 0O Total Calculated Fees-> $117 .26
go.oo Additional Fees--_.---> S0-00
$0. 00 Total Permit Fee----> S117 .26
50.00 Payments------> S117.25
90.00
'.l'*|l|*+|*il*t+|*+|+tl*|t+|||t+||+|||t|l|+|**||'|t|l|l||t|*|i.**.'**ttl'tll|l|ii|ttt|li|+|l***t**|*.***|*|*iit*****.l*
Approvals:Item: 05100 BUILDING DEPARTMEMT
o't/29/2OO4 JS AcLion: AP
Item: 05400 PLANNING DEPARTITEMI
TOTAL FEES--> SIIT .26 BALANCE DUE--->
VarlV;ftqetilzsf I
o DEpARTMENToFcoMMUN,?o"uuropMENr l'r "z
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALTMFBUILDPERMIT Permit #: 804-0191
Job Address.: 1760 SIERRA TR VAIL
Location...,..: 1760 STERRA TRAIL, UNIT D
ParcelNo....: 210312322004
ftEM: 05600 FIRE DEPART!{EIT
Item: 05500 PI,BI-,IC WORKS
ll'l|||ltlt'|tl|.l.|**|+l|+'|l|..|t|t||t|t*{l||||r.*.rt|l.ltttttli|t.||'.*|.|*t..|l.**|..t|ttlt.tllll+|l!||!l|*|||*+t**1*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hercby acknowledge that I have read tlris application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this shucture according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
PAGE 2
*:|l'}*'|,t*!t,|!***!t**,***t*******:l*{t*:}*'t{'!t*|'t*'|****:t*:t't****!t,t'}***:t't*{.*{t'}*********************++*
CONDITIONS OF APPROVAL
Permit #: 804-0191 as of 07-30-2004 Status: ISSUED
*'}*'}*'}'***'}'|{.******:f****'i'|:t*:|*!t*,}!t,}!t****f*'|*'t****:*it*{t**{t**'t,t{t'}l'}**,|t******{.,}*!t**'}*************!}**********
PermitType: ADD/ALTMFBUILDPERMIT Applied: 07/29/2004
Applicant: STEWART, BEN Issued: 07/30/2004
471-0852 To Expire: 0I/26/2005
Job Address: 1760 SIERRA TR VAIL
Location: 1760 SIERRA TRAIL, UNIT D
ParcelNo: 210312322004
Description:
REPLACE ROTTEN JOISTS, REPLACE TREAD BOARDS, REPLACE
RAILING, BTING EVERYTI{ING UP TO CODE (42" RAILING) GREEN
BAORD FOR ALL REPLACEMENT. BACK DECK HAS BEEN COMPLETED.
WILL BRING RAIL AROIJND WINDOW TO CODE AND ADD LADDER TO
UPHOLD FIRE STANDARD
Conditions:
Cond: 19
(BLDG.): GUARDRAILS ARE REQURED To MEET SEC.s09.l OF THE
1997 UBC.
Cond: l8
(BLDG.): HANDRAILS ARE REQUIRED TO MEET SEC.1003.3.3.6 OF
THE 1997 UBC.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.I OF THE 1997 UBC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
* * * * * * +** * * * 'i * t * * * + * +**l' * * t !t** +r + + ** +* * * + * *'|* t ** * {' !t't** + + + + + * + | * * * + * * * * * t *:} * *:} ltr} t f **** * * *,} * * *
TOWN OF VAIL, COLORADO Statement
* * * t * * +*lt +l * ** ** f, * + + ** + + lt * f * * * * * * * l* * i * * + * +*'tl' +* I 'l *++ + + * * * +* + | * * * *** + + + :l * * * * * ** * * * * *'i * * * * * * *
Statement, Nr:mber: R040006305 AnrorDts: SLL7.26 O7/30/2OO4I0:4O AM
Paltment Method: Ctreck Init: DDG
Notsation: Ben stsenart
10 05
Pemit No: 804-0191 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2\03L2322004
Site Addreee: 1760 SISRRA TR VAIL
L,ocation: 1760 SISRRA TRAIIT, ITNIT D
Total Feea: $117.25
This Payment: itt7.26 Total ALL Bnts: ;LI1 .26
Balance: $0.00
* + * * + * * * * * * * * ** * * * * * rr* * * * | * l' 'i * l' 'i | * * * * * * * * ** * * * t * f | *,||* * * * * * * + * * * * *'l ** * * * ** * * * * * * * *,t:l * * * * * * * * *
ACCOTJNT ITEM LIST:
Account Code DescriDt'ion Current Pmts
BP OO1OOOO31111OO BUILDING PERI'IIT FEES 69.25
PF OO1OOOO31123OO PLAN CHECK FEES 45.01
I,JC OO1OOOO3112BOO WILL CALL INSPECTION FEE 3.OO
APPLICATION NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Building Permit #:
o
WILL
ILDIMWNWUAIL
75 S. Frontage Rd.
Vail, Colorado 81657
ATTONRECEIVED
nical,gfgll iil :.,,t,
CONTRACTOR INFORMATION
Qro-"{11-o8<2,-
Email address:
COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials
BUILDING:$ @.O7)ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $ToTAL: S fu. ctO
tact Eagle County Assessors Or?rce at 970328-8640 or visit
Paf{ej,# z/ o 3 l!!3 ?-oo $
Job Name: TA<...qr^r- 5 tu-nrg'T-Job Address: nQo sl€Rc* T'€L u^)rr P
r/+tr- Xtbt?
Legal Description ll Lot: ll ancr: ll ririns:Subdivision:
owners Name: L*,t -Il^,rt''[t*rl Phone:qa-,1?l-o"rz
ArchitecuDesigner /a Address:Phone:
Engineer: /Address:Phone:
Detailed description of work: 0cpto<r_ ro
nr^, r.qh^' L coJc C,{2,€^,)wf 596icr. a {g-t np*.f
WorkClass: New() Addition( ) Remodet ( ) Repairef) Demo( ) Other( )
Work Type: Interior ( ) Exterior ($ Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family ( ) Two-family ( ) Multi-famity\1 commerciat ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building: 1 No. of Accommodation Units in this building: ,{
Noffype of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
Noffype of Fireplqcgs Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ()Q No ( )Does a Fire Sprinkler System Exist: Yes ( ) No (X)
For Parcel # Con
******************t**************r$*rFOR OFFICE USE O N Lr.*i*******************i.**************
ner
RE0D JUL 28 2|/|,4
\t?\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 0712612002
It-:
$a_
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To Whom It lv{ay Concern::
I am the sole owner of 1760 Sierra Trsil Unit D. I will not hold the Toum of Vail liable
for any accidents. If at any time t d€cide to hire anyone to do the worlc, I will provide the
Toum of Vail wodrman's comp autlrorization.
l*er Bus iness
Declarat ions
Named Insured
KARI JARCHOI{
1760 D SIERRA TRAIL
VAIL C0 81657
HOMEOWNERS POLICY
o Travelerf
Your Agency's Name and Address
ALPINE AGCY OF EDTIARDS
PO BOX 2240
EDI{ARDS, C0 81632
Your Policy Number:
Your Account Number:
975t23506 636 r
975t23458
For Policy Service Call:
For Claim Service Call:
(970) 926-17r7
1- 800-cLAIU33
Policy Period
FR0ll: 05-02-03 To: 05-02'04 12:01 A.lt.
STANDARD TI}{E AT TTTE RESIDENCE PREIISES
Location of Residence Premises
1760 D SIf,RRA TRAIL
vArL c0 81557
Section I - PropertY Coverages Limits of
Liability
Premium
A-c-D.
Dl{ELLING
PERSONAL PROPERTY
LOSS OF USE
50 ,000
30 ,000
15 ,000
135.00
49.00
INCL
Section tI - Liability Coverages
E . PERSONAL LIABILITY (BODILY INJURY AND
PROPERTY DAXACE) EACH OCCURRENCE
F . }IEDICAL PAYUENTS TO OTHERS.
EACH PERSON
$ 50o,0oo
5r000
35. 00
INCL
Policy Forms and Endorsements
ITA.6
HA-300 c0
HA-405
H0-208
flo-827
s6432
5649t
Total Prernium
(06-91) Iloneowners 6 Condominiun Unit
0wners Forn(09-02) Special Provisions
tob-gii sirecial condoniniun (and Cooperative)
Forn Provisions
(02-92) llater Backup Liuited Coverage
(07-02) Linited Fungi, Other llicrobes
or Rot Renediation
(L2'56) Loss Assessment Coverage Section
I & II Non-sPecified Perils
(0S-84) Contents Replacenent/RePair Cost
Coverage
$5 , ooo
45.00
14.00
25.00
304 .00
Your Premium Rellects the Following Credits or State Surcharges
SecuritY Credit
Continued on next Page
PL"8651 l-97 ,t72lOWP788 OECIi 1
- 3.00
Insured CopY Page I of 2
PolicyDeductible: g 500.00 All perils insured against
fn case of loss under section I, only that part of the loss over the stated
deductible is covered.
Your Insurer: The Standard Fire Insurance Conpany
One of The Travelers Property Casualty Conpanies
One Tower Square, Hartfordt CT 05183
For Your Information
firis is not a bill. You will be billed separately for this transaction.
Thank you for insuring nith Travelers. l{e appreciate your business. If you
have any questions about your insurance, please contact your aSent or
representative.
These declarations rith policy provisions HA-6 (06-91) and any attached
endorsenents fon your Holeomers Insurance Policy. Please keep then with
your policy for future reference.
Counters ignature :
P|.e651 1-97 472()wP76S OECI: t
Page 2 of 2
T0!{Ilv#
Design Review Board
ACTION FORM
Deparfnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 f ax: 97 0.479.2452
web: www.ci.vail.co.us
Proiect Name: DRB Number: DRB040359
Prciect Description:
REPI.ACE ROTTEN JOISTg REPI.ACE TREAD BOARDS, REPI.ACE RAILING, BITING EVERYTHING
up To coDE (42" MIUNG) GREEN BAORD FOR ALL REP|-ACEMENT. BACK DECK HAS BEEN
COMPLETED, WILL BRING RAIL AROUND WINDOW TO CODE AND ADD I-ADDER TO UPHOLD
FIRE STANDARD
Partlcapants:
OWNER JARCHOW KARI A. 0712812004 Phone;
rc BOX 3063
VAIL
co 816s8
License:
APPUCANT IARCHOW, IGRI A, 0712812004 Phonet
PO BOX 3063
VAIL
co 81658
License:
Prcject Address: 1760 SIERM TR VAIL Location!
1760 SIERRA TRAIL, UNIT D
Legal Description: lot: 23 Block Subdivision: SIERRA CONDOS
Parcel ltumber: 210312322004
comments: sEE coNDmoNs
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: Date of APPloval= 071281200a
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
@nd:202
Approval of this project shall lapse and become void one (1) year following the date
ornna upp.?unhss a building permit is issued and .on?ruo,on is commenced
and is diligently pursued toward completion.
Planner: Joe Suther DRB Fee Paid: f25O.OO
o o
I
Prciect Name:
Prcject Description:
r0,^,'t)
Pafticipants:
OWNER JARCHOW, KARI A. 0712812004 Phonei
PO BOX 3063
VAIL
co 816s8
License:
APPUCANT JARCHOW, KARI A. 0712812004 Phone:
PO BOX 3063
VAIL
co 81658
License:
ProjectAddrcss= LT6DSIERMTRVAIL Location:
1760 SIERM TMIL, UNIT D . .r L ,i rt /-. . -t/ (*tl vl \\(. -.2<_ L-r eS lr Fr \. t-*p--\
Legal Descrlption: l,ot: 23 Block Subdlvision: SIERM @NDOS 0
Parcel Number: 210312322004
Gomments: SEE CONDnONS
Design Review Board
ACTION FORM
DeparUnent of @mmunity Devdopment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
w€b: www.ci.vail,co.us
DRB Number: DRB040359
REPLACE ROTTEN JOISTS, REPI.ACE TREAD BOARD9 REPLACE RAILING, BTING EVERYTHING
UP TO CODE (42" MIUNG) GREEN BAORD FOR ALL REPI.ACEMENT. BACK DECK HAS BEEN
COMPLETED, WILL BRING RAIL AROUND WINDOW TO CODE AND ADD I.ADDER TO UPHOTD
RRE STANDARD
BOARD/STAFF ACTION
Motion 8y: Action: STAFFAPR
Second By:Vote: Date of APPrcval= 0712812004
Condltionsr
Cond:8
(P|-AN): No cfianges to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
or nnar apprt unbss a buitding permit is issued and ctu*o" is commenced
and is diligently pursued toward completion.
Planner: Joe Suther DRB Fee Paldl 3250.00
ofthe Request:
ft"tinor Exterior Alteratifs
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teh 97 0.479.2139 fax: 97 0.47 9.2452
web: www.vailgov,com
General Information:
All projects requiring design review must receive approval prior to subhitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until atl required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses untess a building permit is issued and construction commences within
one year of the approval.
Ttt^)
Location of the
1+ ccto a^adl
iot: Z4 Block:
RECEIVED
;Ut.. I U iiji;rr
Physical lOaress: l"l
Parcel No.:?lo3tz-ttLo04 (Contact Eagle Co. Assessor at 970-328-8fi0 for parcel no.)
Name(s) of Owner(s):
Mailing
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Type of Review and Fee:
D Signs
E Conceptual Review
E New Constructiontr Mdition
ZI Minor Alteration
(multi-fami ly/commercial)
Minor Alteration
(sing le-fam ily/duplex)
changes to Approved Plans
Separation Request
L U^/ IT
Phone:o-|.1
-'t?,-
Plus $1,00 per square foot of total sign area.
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc,
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
g)
trJo
$s0
No Fee
$6s0
$300
<iui-)
$20
tr
tr
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Boarcl.
No Fee
Page 1 of L2l04l2B/04
TOWNOFVAIL, COLORADO Statement
l.l.'l***'l*lt'l:l ll:;'i* O****l*'j* *rr******* *{r*r**lr*r* **at}*a*'t:}'}*a******1.*** *+{.1.'}'}a***t ta f l. + +l * * * ***
statement Nunber 3 Ro4ooo529o Amount: $250.00 07/28/2oo4lo:44 A
Palment Metbod: Check Init: lIS
Notation:
#1o44ICREENTREE MORTGAGE
Permit No: DRBO4O359 TIE)e: DRB-Minor A1t, Comm/Multi
Parcel No: 2LO3L2322OO4
Site Addrese: 1760 SIBRF,A 1T. VAIL
L,ocat ion: 1750 SIBRF,A TRAIIJ, UNIT D
Total Fees: 5250.00
This Paynent: $250.00 Total ALL, PmEs: $250.00
Balance: $0.00
{r*i*t I '} *t{r***l+**tti*****!t****************'} * t*'t'tt"t*i't *'}:}*******+*****l****l'ti't*t* * * * l**{.*ld.*
ACCOTJNT ITEM LIST:
Account Code Description Cunrent Pmts
DR 001000031i2200 DESIGN REVIEI'I FEES 250,00
Date: July 27m 2004
From: The Siena Trail CondominiumAssociation
To Whom It May Concern:
This letter authorizes Kari Jarchow, owner of 1760 Sierra Trail #D, to replace and repair
darnage incurred to her deck located at, 1760 Siera Trail #D.
The Sierra Trail Condominium Association has discussed and approved these repairs.
Secretary/Treasurer
The Sierra Trail Condominium Association
o
J 1,/" Ui//,7s- u-/d/.e*<s
DEPARTMENT OF COMMI]NITY DEVETOPMENT
NOTE: fHIS PERMTT MUST BE POSTED ON iIOBSTTE AT ALL TrMES
ADD/ALT MF BUILD PERMTT Permit, #: 800-0137
ilob Address: 1760 SIERRA TR
LOCAEiON. . . Z !'760 STERRA TR iJNIT A
Parcel No. . : 2L03-a23-22-001Project No. : PRJ00-01,76
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 8L657
970-479-2l.38
Valuation:
Pireplace Infonralion: Restricced: Y
Clean-up D
approved
amount
date
Add Sq Ft:
$Of Gas Logs:
50, 000
fof caa Appliancca:
ResluaranC Plan Revier|- - >
DRB F€e--------
Reereation Fce---------->
clean-I4) D.porit--- ---- ->
MTAL FEES_ - - -.
Status - .
Applied.
Issued. .
E)q)ires.
ISSUED
06 /L4 /2000
06 /Le /2OOo
a2 /L6 /2000
APPLICAIVT .fOHNSON, LLOYD
P.O. BOX 1_872, VAIL, CO 81658
CONTRACTOR TIOHNSON, LLOYD
P-O. BOX 1872, VAIL, CO 81658
OWNER .]OHNSON LI,OYD A
PO BOX ]-872, VAIL CO 8l_558
DescripEion:
CONVERT CRAWLSPACE TO GARAGE SPACE
Occupancy: R1/U1- Not in Lable!
t4pe Construction: V N T:4)e V Non-Rated
Tytrle Occupancy:
Phone: 970-476-O539
Phone: 970-476-0539
TOV/Comm. Dev.
*of wood/Pallet:
FEE SUIIMARY *****irr*iir*r*
Dept: BUILDING Di-vision:
CHARIIEdavisDept: PL,ANNING Division:AILISION
Depts: FIRE Division:
DEPT: PI]B WORK DiViSiON:
fJEONARD
.00
50.o0
. o0
250 .00
IEEM: 051-OO BUILDTNG DEPARTMENTo6/L4/2ooo cIaRLrE Acrion: NorE pLANs ro06/L6/2000 CraRLfE Act,ion: APPR charlieIIEM: O54OO PI.ANNING DEPARTMENTO6/L4/2OOO CIIARIJIE ACI,iON: NOTE PI-'ANS TO06/L4/2OOO AOCHS Action: APPRIt,EM: O56OO FTRE DEPARTIiIENT06/L4/2000 CIaRLIE Action: APPR N/AItem: 05500 PUBLTC WORKSo5/L4/2000 CHARLTE Act.ion: NOTE PITANS TO06/1,4/2000 TSANDOVA AcEion: APPR APPROVED
Building----->
Plan Check- -- >
Invcdtigabion>
Wilt Cal1-- - - >
Total Calculated Fee6- - - >
Additional Fee6-------- ->
Total PermiL Fee'------->
Palmente-------
BAIAI{CE DUE-. - -
490 .00
. oo
3.OO
- oo
1, Lt 1 .50
1,111.50
.oo
See Page 2 of this Document for any condit.ions that may apply Lo Ehis permit.
DACI.ARAU ONS
I hereby acknowledge that I hav€ !6ad chiB applicatj.on, fi1led out in fu1l the infornation lequired, conpletsed an accurab6 plot
p1an, ard etate tha! alL bhe infortlation plovidcd ae required i.s correct. I agre. Lo conply with bhe infornation and plot pLan,
Co corlply r,tith al1 Totn ordinance6 and st.ate 1a?s, and to buiLd lhis gcructsure according to the Tor,rn's zoning arrd subdivisio!
codes, design review approved, Uniforn Building Code and other ordinances of the Toim applicable ghercto.
REQLBSTS EOR INSPBCTfONS SIlALl, BE MADE 11.?EI{|Y- FOI'R HOURS IN ADI,ANCE BY TELAPHONE AT 4?9-213S OR AT OUR OF9ICE FROM 8:OO AI'l 5:OO PM
Refund
Send Clean-gp Depo6i! To: LLOYD iIOHNSON
********************************************************************************
********************************************************************************Permit #: B00-0137
Permit T)pe: ADD/Ar,t MF BUILD PERMIT
Applicant :,JOHNSON, LLOYD
970 -476-0539
CONDITIONS
as of o6/L9/00 SLaCus: ISSI]ED
Applied: 06/a4/2oo0
Issued: 06/L9/2OOO
To Expire z L2/L6/2OOO
.fob Address:
Location:
Parcel No:
1760 SIERRA TR I]NTT A
2l_03-123-22-00].
Descript.ion:
COTiIVERT CRAWLSPACE TO GARAGE SPACE
Conditions:1. FIET'N INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI.ICE.2. SMOKE DETECTORS ARE REQUIRED IN ALt BEDROOMS AIiID EVERY STORY
AS PER SEC. 310 . 6 . 1 0F THE r-997 I,BC.3. APPROI/ED WrTII CONDTTTON TIIAT ALL PARKTNG, STAGTNG , A.IID
EQUIPMEMT BE WITIIIN LOT BOI]NDARTES.
NO STAGING PI,AN IIAS BEEN SI]BMITTED
NO PI'BI]IC WAY PERMIT HAS BEEN ISSI'ED
_
rt*f**lt****!t********i****at****At*****t**!t***********t*******:rrtt
TOI{N OF VAII, COIJORADO
+********t**a*f *t** i.l*t**l**tl} t*****r*ti*******i*********tt**!}tt
Statemnt Numbex: REC-O544 Arount:1,061.50 o6/L9/Oo 09 ;37
PaynenE llethod: 141 Notation: LI|oYD itOgNSON Inl.t: ilN
Peruit No: BO0-0137 [pe: A-![F
Parcel llo: 2103-123 -22-OO!gige Addrese: 1760 SIERRA TR.
IIOCAIION: 1760 SIERRA TR I'NIT A
ADD/AI,T T'F BUII.D PER
gtatemn!
Total Pees;
1,061.50 Total AIJJ Pnra:
Balance:
Alnoulot
490. OO
- 31S .50
250 . O0
3.O0
ThiB Palment
*tt*a**!r*******t***ta**t****l**!l*at*irlt****:t'latta*****t*********
Account Code Description
BP OO1OOOO31111OO BUIIDING PERIT{IT FEES
PF OO1OOOO31123OO PI,AN CIIECK FEES
AD Dz-DEPO8 CLBANI'P DEPOSITS
wc 00100003112so0 IfrLL qALL, SPEqTION FEB
1,111. s0
1,111.50
.oo
* * * * * * * * * * * * * * * * * * * * * * * * *ll* * * * * * * * * * * * * * * * * * * * * * * * * *l* * * * * * * * *
TOV{N OF VAIL, COLORADO Statemrt
* * * * ik * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * it *
Statemnt. Number: REC-0643 Amount,: 50.00 05/1-5100 10:01
Pa)ment Met.hod: PREPAY NoEation: prepaid drb fees Init: CD
****************************************************************
Permit No:
Parcel No:Site Address:
LocaEion:
This Payment
AccounE Code
DR 00100003112200
E}00-0L37 Type: A-MF
2LO3 -1,23 -22 -OOL
1760 SIERRA TR
1760 SIERRA TR I]NIT A
ADD/AI.,T MF BUTLD PER
1, 111 . 50
s0.00
1, 061_.50
Amount,
50 .00
Tot,al Fees:50.00 Totsal ALL Pmts:
Balance:
Descript.ion
DESIGN REVIEW FEES
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AppLrcArroNeLL Nor BE ACCEPTED rF rNcoMprEfl]r
mwvuPwn
75 S. Frontage Rd.
Vail, Colorado 81557
Building Permit #:
97 O- 47 I - 2149 ( Inspection s)
Separate Permits are required for electrical, plumbing, mechanical, etc.!
Conbct Assssorc Offie at 97O-328-864O or visit for Partel #
Parcer# 2/O3fZZZLeo /
lob Name: 5'^l s"^r (z*,Dgrvaa rob Address' l\b srcaQ+ 'rrz,y L /,1[ /
Legal Description Lot: 2 3 Block:rrrrns: Vy'q/- f Subdivision:
owners Namei LpaqD JA0{W Address: {u&V 1g I z, y'4 rL Phone: 4V - OS3 7
Architect/Desi g n", S U lAf fe OAK Address: (ofuT i8{ EltwoSll er'one' 7zb - %"{
Ensineen14T t4UtLLEi(Address:l-6b" 2744 tlrL Phone: {vA - ,26> 7
Detailed description of work:
(_S&tcre co^J /{/0 oN To Z c.tft
WorkClass: New() Addition(,tf Remodel( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both ffi Does an EHU exist at this location: Yes ( ) no fl7
Type of Bldg.: Single-family ( ) Two-family ( ) MulU-family t{Co ^rcial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 4-No. of Accommodation Units in this building:
No/Typeof FireplacesExistinq: GasApDliances(O) GasLoqs(O) Wood/Pellet(O) WoodBurninq(/)
Nofype of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (f) ll Ooes a Fire Sprinkler System Exist: Yes ( ) No (fJ
CoMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
BUTLDTNG: $ 36,@0 ELECTRICAL: S /fl 'oTHER: $ lil-
PLUMBING: 5 ilfi .MECHANICAL: $ rlA TOTAL: S
REFUND CLEANUP DEPOSIT TO:
CONTMCTOR INFORMATION
General Contractor:
L@.1p {aq^Jta^) * qlfu;Z Town of Vail Reg, No.:
144- L Contact and Phone #'s:
f%-os7?a 726- 67pZ /
Contractor Signature:
*rr**r.**:t*******rr**:t**t!*r!****'t**rr*t *****FOR OFFICE USE ONLY******rr**********'t*****'r**,r**,r*****rr*
F:/everyone/forms/bldgperm
TOWN OF VAIIJ
75 S. FROT{TAGE ROADvArr.,, co 9L657
970-479-2L38
ilob Addrees:
Locat.ion. . . :
Parce1 No..:
Project, No.:
APPTICA}IT iTOHNSON, LTOYDP.O. BOX t872, VArL,
CONTRAqTOR iIOIINSON, LLOI-DP.O. BOX L872, VAIL,OWNER iIOHNSON TLOYD A
PO BOX L872, VArL CO
DEPARII{EI,IT OF COMMI'NIry DEVEI,OPMEIIT
NOTE: THIS PERMIT MUST BB POSTED ON iIOBSITE AT AI.,L TIMES
Permit #: 800-0151
stratsus...: IssItBDApplied..: 08/L0/2000Issued...: 08/L4/2000
Erqrires. . : 02/LO/2OOL
Phone t 970-476-0539
Phone: 970-476-0539
ELECTRICAL PERMIT
1760 SIERRA TR
1750 SIERRA TR
2L03-123-22-OOL
PRiroo - 0176
co 81658
co 816s8
815s8
Deecript,j-on: L,IGIIITNG AI|D REcEp. IN NBW eARAeE ADDlwaluation:400 .00
tttttt.atatttrtittttt+trttrttttt.'ttartr.lr!r.rra..rrr.rrrrrtr FEB gl,lllllRt' rratrarrrtrrrritrr]rrr].rrrtr.rir.r..rrrtrirt',rrt+trrrtrr.ir
El.ctrlcal--->
DRB Pc.
lnvcstig.tlon>
I{111 C.1l---->
aof,AL FAES- -- >
Totrl crlcul.c.d F.ce- -- >
Additlonil F...--------->
Tots.l P.lolts F.c-------->
P|l lanCa--------
BAI|I!|CA DUE-.. -
50.00
,00
.00
3.00
53.OO
53.OO
.00
53.00
s3.oo
.oo
Itqmi .O6000 EIJBqTRICAIJ DEPARll{ETfr Derrts: BUII,DING Di.vision:q8/LO/?OOO EHARI,IE ACEiON: APPR CHARLIE DAVISIFe,lri ,qqqqo_EIBE DEpARll,rEl{T DepE: FrRE Division:08/LO/2OO0 CEARLIE Acti_on: AppR N/A
ttttttllttttitlatttittlttttatttttrtrtrarriltalraiililtrtrrrarrfi rrirtrrr,rrarrrrrta aiiat*at
CONDITION OF APPROVAI.
1. FIEIJD INSPBSTIONS ARE RBQUIRED TO CIIECK FOR CODB CoMpLIANCB.
r * r. r * * r r t rrtt* a a r t. *ra r r * a * a rr r.r *t * a r+ r rt t t'
DECI..AR.ATIONS
r har.by acknorl.dg. lhr! r h.v. r.rd thir qrpllcrgion, flllcd out ln futl th. lnforE tlon rrguilcd, cdpllc.d .n ccculat. plotPlan, |nd .trca Ehac atl th6 lnfoti!.tl,on provl,d.d r. r.qulrcd l. corroct. r agrlc to co$lrly iteh th. lnforu.tlon ana pi,ot ptan,to coEltly tlth .11 Totn ordLnanc.. .nd .E.c. hvr, end to bulld thla atrucCura accordhg co th. Todn,€ ronlnE and tubdivitloacodcr, drrlgn rowlrr epprovrd, unlfor! ButldlnE cod. and oth.r otdlnrncaa of tha ?orri rlrtrlLorbl. Lhcr.bo.
RIQUE9T8 IOR IN8PBdIIO!fS EmIiIJ BE LADE TWE$TI-FOIIR HOltRg lll ADVNCE By IBLBDHONE .nT {79-21t4 OR AT OIIR OPFICE FRO!i glOO At 5!OO pli
**t**i****t*t**i*t*lit*tt***t****t**t*t*tt*tt***attit!t*ttt***ttt
TOmr o8 VAIIJ, CIIOIJORADO gtatemnt
itAi***!l*tlttlttt*i*tttt*tat*****ttt**ttt*tttttt*ta*t}it****tt*ttt
StaEe[nt !n nber ! RBC-o665 Amor:nt !Si .OO Oe/L4/ 0o 14:02
Payment l,lethod : 2573 NotatLon: LIOYD JOHNSON Inlt : iII[
Fqmlt No:
Parcel lfo:
81te Addrege:
Locatlorr :
lble Palment
800-0151 T1rye: B-BI8C ELECTRICAIJ PERI{IT
2LO3-L23-22-OOL
1?50 AIERRA TR,
1760 STERRA TR
Total Fee6:
53. O0 Total ALL PmC6:
Balance:
tl*1****t*ta*lt*at****tr*r***r***rit*t***+*******alrtrrrr****t*a
Account Cod€Descrlptlon
EP 00100003111100 ELECTRICAL PERIiIIT FEES
we 00100003112800 tfILL caIJ, INEPBCTION FBE
53.00
53.00
.00
AalounE
50.00
3.00
Aug-OA-OO 02:OEIP Doub-le Oiamond Service 97C) 926 6?03 P -C)2
TWNNYAIL
75 !i Fronlegt Rd.
VaiL ColoraZo 81657
cot'tPLETE SQ. FEET roR NEW BUItDs and VALuATIONS FOR ALL oTHERS (bbor & Flaterials)
* rr*r*****r+rr*rrr *r*:r+rrrr r*a*r***r***FOR OFFICE USE ONLY**r****++rt r**+l*"t***+*'* it******'*
ouiloins perttit *E= =/.l
97 O- 47 9 -2149 (InrPedions)
Asgggsor?J or vistt
if no bldg. Permit # i5
lob Addres5: /{wt+ 1F}/tJob Name: JAO*rl pgcD€,y<L
Detailed description of work:
Lr.rrtrrr./r.- t frEd. n 'lqrl eJr4tce 4!cnt{'
Work Class: New ( ) Addition ( )Remodel 0f Repair ( )TempPou,er( ) Other( )
oooin EHU o(ist at this location: Yes ( ) No 0tr)Work Type: Interior (f,J Exterior ( ) Both ( )
iype of gldq,: Singte-family ( ) Duplex ( ) Multi{arnily 04 Commercial ( ) ttes'taurant ( ) Other ( )
No. of Acconrmodatign Units in this builcling:l,to. d Existirrg Drvdlinq UniB in this building; t
ffiExist: ves( ) No
€LECTRICAL VALUATIOITI: S {EAMOUNT OF SQ FT IN STRUCTURE:
CONTMCTOR INFORMATION
ffiani-phone *'s: f 76 - o%"t t?o_:_Ztoo$31 -L n &'Pr
<
r:/cveryone/fi oft |s/eleqerm
ARcmrrECT.uR.Au SpRlrlcns, P. C.
Re: Lloyd Johnson Residence, Unit - A 1760 Sierra Trail
Proposed Garage Construction
Dear Mr. Davis:
Attached please find my clients application for a building permit to convert the crawlspace area
below his house, into a Z-car garage. On 1 1-1 1-99 he received Staff approval of the design
and Interior Conversion (see attached copy of approval). As indicated on the attached Action
Form the Staff placed a condition on the approval, which was the need for a soils report to be
submitted prior to the issuance of a building permit.
Due to the location of the proposed construction, and the need to remove existing walls to be
able to excavate and make an analysis of the soils, my client would like to request that the soils
report be submitted prior to his requesting a footing rebar inspection. lf this were possible, and
a building permit could be issued now, he could remove the existing construction, start
excavation and have a Soils Engineer analyze the soils and issue a report
We feel that this would be the most sensible way to proceed and hope the Building Department
would agree.
Please call if you have any questions or require additional information.
Sincerely,
ECTU
TOl^rN OF VAIL, trOLORADO
, Locat i on : f 76ra SIERRA TR
Par.ce I : ,E1O3-lE3-ee-O01Deseriptionr LIGHTING AND RECEtr.
AppI icant : JOHNS0N, LL.CIYD
Bwner.: JOHNSUN LLOYD R
trontr.actor: JOHNS0N' LLUYD
Fhone: 970-f76-t1539
Fhone:
Phone z 97fi_47E,-Q539
Firuncc DCil'ffiEent I
ARER: EG
onstr.: AAtrT
Use:
'f i me Exp
4- _
UEST$ - INSFECTN WBRK S}iEETS FOR: 9/81/EO
Dcc:
IN NEW 6ARA6E ADDITION
In!f#tion Request lnf or"nation... ..'Requestor: LLOYD trhonet 478-t8539
Comnents: WILL HE
be Inspected...
Req Tine: O8:OCt
Iterg requested to
OO190 ELEE-Final
Eonme ts
Iterr O011O El-EC-Tenp. Fower"Itenr OEIP0 ELEC-Rough
AA/AelOO Inspector: EGIt€n: 0ra13a ELEC-ConduitItenr Ora140 ELEC-f{lsc.Iten: OOI90 ELEC-FinaI
Act i orr ; AF'F'R APF'ROVEI)
TOWN OF VAIL75 S. FROIITI,GE ROADvArL,, co 91657
970-479-2L38
DEPART!,IEITT OF COMMT'NIIY DBVELOPMEI.IT
NOTE: 1TIIS PERMTT MUST BE POSTED ON iTOBSITE
Permit
AT ALL TIMES
#: POO-0082PLTJMBING PERITIIT
ilob Address: 1760 SIERXA TRLocation. . .: L'760 SIERRA TRParcel No. . : 2LO3-L23-22-OOLProject No. : PRJ00-0175
APPLICAIIT iIOHNSON, LI,OYDP.O. BOX L972, VArL, CO 81558coltTRAcTOR iIOHNSON, LLOYDP.O. BOX L872, VArr,, co 81658OWNER JOIINSON LI.,OYD A
PO BOX L872, VAIL CO 91659
Description: ALTER EXISTING pLut[BING FOR cRAWLSValuation:R
.arti**rrrrirrttrirarrrrttr,rirri*.r,r.r,rrtrrr FEB guullABl'
Status...: ISSI'EDApplled..: 08/LO/2OOOIssued...: 08/L4/2O0O
Erqrires. . : 02/LO/2O0t
Phone: 970-476-0539
Phone: 970-476-0539
500.00
Plurbing----->
Plan Ch.ck- - - >
lnvratsigrt,Ion>
W1ll Crll---->
RaaUuarant Elan Rqvi.r-->
TCrtAll 'BES-----
loErl crlcuhb.d P..!-- - >
Addltlon.I ?c..--------->
Tolrl DolllLts F..-------->
Ptyn !tts,----- -- -
Ileqi.q5100 BurLDrNc DBPARTIIENT Depr: BurLDrNe Diviglon:99lLs/?900 CIIARL,IE Action: APPR CHARIJTE DAVISIEQmi -q5600 FIRB DEPARI!,IENI Depts: FIRE Division:O8/LO/20O0 CHARIJIE Act.ion: AppR N/A
15.OO
3.75
.o0
3.00
.o0
2t.75
2r.75
.oo
2L.75
2L.75
BA!4.!fCE DUE----
?rr r rtr'L,,i rrtt t t,!' a,r
t t t tt tt t r r{ tt irtr i t !rrtl}tt I t t I r a ttr,rrtttttttt',tr r,r ttit t.r}r.,rr I
COIiIDITION OF APPROVAI.
1-. FTEIJD INSPEqTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE.
a ta w r e t a+raalrr atrrr rarr a r r tttti ar t t ttr atr artta ttaatirilr r rrt at r
DECTJARATIONS
I h.r.by acknoxl.dEG chrt I h.w. r..d Lhl. rpplLc.tlon, flllcal outs ln full t'h. lnfolt(rglon rcqulr6d, coup!..tscd en .ccur.ec plotspl|n, .nd .crt. thr! .ll ch. I'nforurlon provia.d r. r.quir.d 1r co!r€ct,. t rgr.. to coply rlth th! infor!.tion lnd plot plen,go co[Ply tith rll IorD ordLa.ne.! .nd rurt. ltra, .nd to bulld thL. .tructur. rccotd!.nE to Eh. torn.. ronl,rrg rnd .ubdlv-i.Loncod.. ' d..lEm r.vl.r ltttttovad' Itntfoa! BullaiDE Co& .ad och6t ordln.nco. of th. Torn .ppllc.bl. th.raCo.
RlQul8rg loR rraPaetro[a sHAlrr BE ]IADE Tt{ENrr-PouR HottRs rN ADvtNca By rBlEpHoNE 479-2L?g OR AT OI'R FROU I t00 AU 5!00
or ofifEi oR @ttnAcroR Fon HIl|aaLl rrD odNER
ti**atttt*atttt**i*t*ttatt**t**t**tl*tt*tt*rrrirttttt*itl}rt**ttt
TOIIN OF VAT[, @IORADO AtateDnC* t t* *t t al I t* ta t trt t a a * t t * t i aA a** I I * t * rlt * * tlt at r i * r!r tla aa ta *|l *l tt * t tgtatemnt Nunber: REC-0G65 Aurount:2L.75 08/L4/ 00 14: o2
Pa]rment llethod: 25?2 Notat,ion: ITIOYD {IOHN8ON Inlt : ill{
Permlt No! P0O-0082 Type: B-p&ttB pIJt ttBrNc pERttIT
Parcel No: 2103-1e3 -22-OOLgiCe AddreEs 3 1?60 BIBRRA TR
Locatl-on: lZfO 8IERRA IT.
ghl.B Palment,
Total FeeE;
2I.75 Total AIJJ Pntr;
Balance:t***a*******tr**t**tt**t*ttt**tt*lrt*ii*t*rt.rrrrt*t*t*i*ttttrar
Accou!.t Code Desctrlption
PP OO1OOOO31111OO PIT'UBII'G PERIIIT PEEA
PF 00100003112300 pIaN qIECK pElEE
wc 00100003112800 WILIJ CALL INAPECrIOII FEB
2r ,15
2L.75
.00
Amotrtrt
15.00
3.75
3.O0
Aug-oa-oo oz: oEtP Doutr'la E,iamond serwice 97o -9t26--62o3lrrricefnr- r m BE
^ccr
p?ED r t ":; r.f,_
_ -I"*o.=oAa.tllf, v
arikrns psrmit#:_Wl IffirtrffiNNnUVmll attT-
P-Ol
Z5S Frcrtagr Rd-Ya4coloorlo !1652
-a
Ofr rtgTOSZA-&fr IParcct'= (3ffurcc
robr{ama: fr*lg^t (zq rrcl-e b*'illo sreuq ?Tiltz
t.ecat Dcao,rpdon I roc I at*; I r,rng: il s.oai,*i*,
tulffst€f,|E,Utq6
Engineer:AddGss:PhOrc;
Uetatr€rt deScriptign of uorlC , -r :tlk.4 4.-artlt4 ,t -;,r-q dl,.r cta,.t sft t *atctian tA j,eF?e, .
-w,S9bs: -k( ) aaaitim( ) ancau-f,t'f n p.i.t I otr-t )
Typc of Elrtg.: sr'9Fihm,tl, ( ) Duprc( ( ) t{ub-trnuty 96 c-r,rr"-rt Aff l.lo.,.ant t ) Cher( )
No. of Edsting hrclting Units in rfits bdtdt.,S,J l,lo. of lcommodrugl units in ttis brikling:
Is Utls a OrrrcrslOn ttorn;
COHPIfTE YALIIATIOTI FOR, PLUIIIBIJ|G PCRI'IT (l'DOr T Ii#''rK)
CO.I{TNACTOR IT{FORIIATIOI{
LrnDrrlt {'J(,rftralcEr;. L eoY)a.lurt - St6j^t Town of vaai Rea, No.:and Phone*3: (,tr - OLbyD |ug no - frt
ConbaoSgndbrrE:
.irr..riltrr*.*rt+a.r+*+tfa.e..Jr_.r.a.FoR oFFIcE usE chlLyt*...*.*+r**r....ii+.ri**a t.r.*.++*++*+
AUG 0 8 2000
Ha@^bfitgCnqu'ra
Design Review Action Form
TOWN OFVAIL
Project Name: Johnson Residence Project Number: prj99-0336
Project Description: Interior conversion of crawl space into garage
Owner. Address. and Phone: Llovd Johnson
PO"Box 1872
Vail" CO 81658
476-0539
Architect/Contact, Address, and Phone: Danny Swertfeger
PO Box 385
Edwards, CO 81632
970-926-760s
Project Street Address: 1760 Sierra Trail, Unit A
Legal Description: Lot 23, Vail Village West F'iling I
Parcel Number: 210312322001 Building Name:
Comments: IJrnrd Report not required though is in Unstable Soils because no change to
building footprint
Board/Staff Action
Action:Motion by:
Seconded by:
Vote:
Conditions:
StaffApproved with
conditions
l. Soils report required at building permit
Town Planner: Allison Ochs
Date: llllll99
Project Name: Johnson Residence
Documentl
DRB Fee Paid: $50
OO
Ancmnrmc"ruR..{u Snmvlcn,s, lP. C.
210 Edwards Village Blvd. . C-2O2. P.O. Box 385
Edwards, Colorado 81632
Phone: 970.926.7605 . Fax: 97 O.926.7 610
Or
November 10, 1999
Ms. Allison C. Ochs
Town Of Vail Community Development
Vail, CO 81632
Re: Lloyd Johnson Residence, Unit - A, 1760 Sierra Trail
(lnterior Conversion)
Dear Ms. Ochs:
Attached please find our Application for an lnterior Conversion to be made at the above
referenced location. The package includes the application form, existing floor plans, proposed
floor plans, photographs of the Jxisting conditions, computer generated images of the proposed
changes, and a letter of approval from the Condominium Association'
lf allowed to proceed, our client will be adding approximately 556.3 S.F. of G.R.F.A. to an
existing crawlspace located below existing living space and completely within the existing
building footprint. The new space is to be used as a (2) car garage'
We feel that the request for the added floor area is in compliance with the Interior Conversion
guidelines and that the changes to the exterior, although not significant, will help to add interest
to this side of the building.
When we met several weeks ago to discuss this project, you pointed out that the property is
located in a area with unstable-soils, which would require that a soils report be provided with
this application. After some discussion and due to the location of the improvement you agreeo
lhat the soils report could be submitted prior to the building permit being issued. For that reason
the soils report has not been included at this time. We also discussed the possibility of
obtaining a staff approval, which you thought could be done. We hope that this is still possible.
Please call if you have any questions or require additional information.
Fl .Fruate Hecetve
No'/ 10 rc99
Y
IoI
IIl^r.
--vU l(tfr-"aw
tirc Plairning Siari r.{;';-: I zSQucstions? Cail
APPLICATTON FOR DESIGN REVIEW APPRCVAL
CENERAL INFORMATION
This application is for any projcct rcquiring Dcsign Rcviov approval. Any projcct rcquiring dcsign ro icw must
rcccivc Design Rwiew approval prior to submitting for a building pcrmit For specific informatiorl sce thc submittai
rcquircmcnts for thc particular approval that is rcquc.sted- Thc application cannot be acceptcd until al the required
inibrnmtiorr is subrnittcd. Thc projcct nray aiso nccd to bc rcviclvcd by thc Town Council andlor thc F lanning and
Environrrrcntal Conrnrission. Design Rcvicw Board approval expircs onc ycar aftcr final approvrtl unless a
building permit is issued and constnrction is started.
A. DESCRIPTION OF THE REQUEST:couvEqr AN EY,lSTtN(t c RA(NL6 PAG n4n
LccAT€O Eetoo,s Ltvrulc 6pA<a Apa I1P|P.ETEL? N|TEIN ttl€ EvttTltr(.
TOWN OFVAIL
D,:ltolt-c T Ptlut-T , IHJA A C:/7A 6ARt+6€
B.LocATloN oFPROPOSAL: LoT 23 BLOCK:- 71yaq6lYaz vt;aoe l^lesr Ha' I
PIrySICALADDRESS: 116O SIEFPA TTEAIL UI\|I!:4
PARCEL #-2to 3lz3zzoe/(Contact Eaglc Co. Asscssors Officc at 970-32E-8640 for parcel #)C.
D.
E.
ZONING:
NAME OF OWNER(S):LLoYn A . J6Hanso;:
MAILINC ADDRESS:P.e, raox t67z wntL, co 6t6lA
MAILING ADDRESS:
PHONE:
F.
H. TYPEOFREVIEWANDFEE:
trl Ncw Construction - $200 Construction of a new buildine.
daaaiuou -
E i\{inor Alteration -
$50 Includcs any addition where square footagc is addcd to any rcs'idantial or
conuncrcial building.
$20 lncludcs minor changes to buildings and site improvcmcnts. such as'
rcroofing. painting. window additions. landscaping. fenccs and rctaining
walls, etc.
DRB fces are to be paid at the timc of submittal. Latcr. whcn applying for a building pennit please identify
thc accuratc valuation ofthc projcct. The Town of Vail will adjust the fee accordrng io the projcct valuation.
PLEASE SUBMIT TTIIS APPLTCATION..{LL SUBMITTAL IIEQUIREiVIENTS AT\D THE FEE'I'O THE
DEPARTVIENT OF CONIMUNITY DEVELOP}TEN'[.75 SOUTH FRONTAGE ROAD,
v..\rL. coLoRADo 8t 657.
PHONE: ?76: P5-E
OWNER(S) SIGNATURE(S) :
NAME OFAPPLICANT:
oo
LIST OF PROPOSED MATERTALS
TYPE OF MATERIAL:
oo
BUILDING MATERIALS:
Roof
Siding
Othcr Wall Materials
Fascia
Sot'fits
Windows
Window Trinr
..Doors
DobrTrim
Hand or Dcck Rails
Flucs
Flashings
Chirnncy.s
Trash Enclosure.s
Grecnhouscs
Retaining Walls
Exterior Lighting**
Other
COLOR:+
.MATCI{ EYISTIH6
MATCI{ EYIITIhI6
MATCH exrtTlb+G
N/*
nAtct4 etr,taQNa t+rrltctl ewnAc
.14./h
va /*
t4 /A
+ Please specify the nranufacturer's color, number and attach a srnall coior chio
+* All cxtcrior lighting must meet the Town's Lighting Ordinance 18.54.05Q(J). If exter;Or lighting is proposcd,
plcasc indicate thc nutnbcr offixtlrcs and locations on a s€?aratc lighting plin. Identify each fii'ture rype and provide
the height above grade, lumens output. lunrinous arca. and attach a cut shcct ofthe iighting fixturcs.
;'
1l
i; ,.,'' Updated 6/97
5Tvcco
$la
tl/x
t1/^
tt lx
u/n
6*f t4.qe a_ooot
t4rlTcH EXt5Tlb+6
u/A
oo
STAFF APPROVAL
Thc Administrator may rcvicw and approve Desigrr Rcview applications. approve rvith ccrtain modifications.
deny the application, or may rel'er the application to thc Design Rcvier,rr Board for decision. All staff
approvals are subjcct to final approval by the DRB. Thc following types of Dcsigrr Rcview applications may
bc snffapprovcd;
Any application for an addition to an existing building that is consistent with the architcctural dcsign,
nratcrials and coiors of the building. and approval has bcen rrceived by an authorizcd member ofa
c ondominiurn associalion. if applicablc:
Any application to nrodiff an existing building that does not significantly changc the existing planes
of the building and is generally consistent with the architettural design. materials and colors of thc'
building. including. but not limited to exterior building finish materials (e.g. stonework. siding. roof
.rnaterials. paint or stain.). cxterior lighting. canopics or awnings. fcnces. antennas. satcllite dishes.
rvindorvs. skylights. siding. urinor commercial facadc improvcnrcnts. and other similar modifications:
Any apptication for site impr'ovcments or mod.ifications including. but not limited to. driveway
rnodifications. sitc grading. site rvalls. rcmoval or modifications to existing landscaping. installation
of accessory structures or rccr€ational facilities.
ADDITIONAL REVIEW AND FEES
A. If this application requires a separate revian, by any local. statc or Federal agency other tian thc
Torvn of Vail. thc application fce sball bc increrqed by S200.00. Examplcs of such rcvicrv, may
includc. but are not limitcd to: Colorado Dcpanrncnt of Highwav Access Permits. Army Corps of
Enginccrs 404. etc.
B. The applicant shall be responsible for payrng ary publishing fecs rvhich are in excess of50% ofthe
application fee. If. at the applicant's request. an). mattcr is postponed for hearing causing the matter
. to be re-published thcn thc cntirc fce for such re-publication shall bc paid by thc applicant.
C, Applications dcemcd by the Communify Devclopment Dcpartmcnt to have desigrr. land usc or other. 'issucs *hich may have a significant impact on the community may requiie review by consultants in
addition to Town staff. Should a determination be made by the Town staff that an ouBide consultant
isnccdcd. the Community Devclopment Departmcnt may hire the consultant. The Departmcnt shall '
cstimate the amount of money necessary to pay thc consultant and this amount shall be forwardcC to
thc To.,vn by the applicant at the time of filing an application. Expenses incurred by the Town in
dxcess of the amount lbre''arded by the application shall bc paid to tbe Town by the applicant within
30 days of notification by the Torvn. Any excess funds will bc rehrmcd to the applicant upon review
cortrolction.
Updated 6/97
oo
B.
VL
oo
June 3, 1999
To Whon IL May concern:
The purpose of this letter is to document
that Lloyd ilohnson as been granted pemission
by a unanimous vote of the quorum present of
the Sierra Condominium Association to convert
the crawl space under Unit A to a garage.
ly,
SecreEary
Condominium Association
2210 Stuart Street
Denver, CO 8O2L2
Jdsy'p}: S. Morrell;
.760 Slerra Trail
u,\lz
ulo
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or,
z
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AFoJ
J
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ul
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za\n
=Ts
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REFT131 TOIJN OF VAILr CoLURADO
A7/A9/98 E7:Et3 REOUESTS FOR INStrECTIDN I^JORK SHEETS FORt 7/ 9/98
II
hr
u..1
kl
F'BGE 1I
AREA: CD
-ir
flddress; 1760t SIERRA TR
Location: 1768r SIERRA TRAIL #D
Parcel : 3163-133-E*-UA4 Occ:Use:
Description: REtrLACE EXISTING BOILER TO CODE
Applicant: FEAK I FLUMFING E HEATING LLC Fhone: 97O-936-8131
0wner: M0RRELL JOSEPH S Fhoner
Contractorr FEAH l FLUMBING R. HEATING LLC Fhone: 97O-936-8131
Inspect i on Reque st
Requeston! MAT
Req Time: O8:OO'
Items requested to
00394 MEtrH-Final
Informat i on..,-=--- FF*o-ne-
Comment {:l.WILL CALL MATT -479-7889lbe I n s peb\.d"---r_--.,sc_t i.gn C-qruents,;
479-7995
Time Exp
Inspect i on Hi st ory. . . . .
Item: AO?AA MECH-Rough
A7/t/t7/94 Inspector: ART Aetionr APtrR Nith notation:
Notes: COMtrLETE COMBUSTION AIR AS REGUIRED BY 1991 U.M,C. RND
REOTJEST A FINAL INSF.ECTION.
Item: OAeeS FIRE-SF,RINKLER ROUGH
Item: AO84A F,LMB-Gas Piping
It em I OEl31E ltlECH-Heat ing
Item: elOJAtZt MECH-Exhaugt Hoods
Itemt ElZlS3O MECH-SuppIy Air
Iten: rztqrS4o MECH*Misc.
Iten : Og'3get MECH-Final
Item: rzt'2t338 FIRE-FINAL C/0
TOI{N OF VAIL
75 S. FRONTAGE ROAD
VAII-,, CO 8L657
97 0 -479 -2L38
ilob Address...:Location......:
Parcel No.....:
Project Number:
DEPARTMENT OF COMMT'NITY DEVEI.,OPMENT
NOTE: TIIIS PERMIT MUST BE POSTED
MECHANIEAL PERMIT
1750 SIERRA TR
1760 SIERRA TR,AIL #D
2to3-123-22-OO4
SEAEUS...: ISSUED
App1ied..: 07/06/L998Issued...: 07/06/L998
E>cpires. . : oL/02/L999
ON JOBSITE AT
Permit #:
ALI-. TIMES
M98 - 011_2
APPLICAIVT PEAK I PLI]MBING & HEATING LI-,C
1966 B WesE Gore Creek Drive, vail,
CONTRACTOR PEAK I PI-.,UMBING & HEATING L.,LC
1966 B West Gore Creek Drive, Vail'
OWNER MORRELL iIOSEPH S
221-0 STUART ST, DENVER CO 80212
Descripuion:
REPI,ACE EXISTING BOILER IO CODB
FireDIace fnforoaEioh: Re6lricts6d:*of Gaa AppI iancea:
Mechanical--->160,00
co
co
Phone:
81657 8L6s',l
Phone:
8L657 8L657
970-926-8L3L
970-926 -8131
8, 000 .00
#of wood/Pallet:
Valuation:
#of Gae Log6:
FEE SUV!'IARY
Re6luarants Plan Revier- - > .00 Tolal Calculaled Fc6s- - - > 203.OO
Plan Check---> 4O,OO DRB Fee--------
InveetigaEion> ,oo ToTAL FEBS----- 2o3.oo Total PermiE Fee--_-----> 203'oo
wirl carr----> 3.0o :iilli::";;-:::___:_::__: "'.31
rtem: 05100 BUTLDTNG DEPARTMENT Dept: BUTLDTNG Division:
07/06/L998 iIRM Act,ion: APPR APPRovED 'JRI"ritbirl'o56oo FIRE DEPARTIIENT -D+E: FrRE Division:
017 d6 t 79ge -,Ji.T,,t-- ---AdEioni appn r/a
CONDITION OF APPROVAL
t . FIEITD INSPESTIONS ARB REOUIRED TO CHBCK FOR CODE COMP_I{IANCE.2. e6rrrBOsTI0N-A-R-rS nnOuinED pER sEc. 607 oF TEE 1-991 IJl4c.,-I : rNSTAr.,r,Af ioN-t'iuSf coNFOntq- to-uaxuFnc*nrnEs rNsrRucrr oNs AND
TO APPENDIX CIIAPTER 2]- OF THE 1991 l'MC.e. cas- ApFr,Talrcss -sHaLr,-sn-VsNTEo-AeeoRDrNG To cHAPTER 9 ANDsuaLr-trmaiNAie-AS-SpeerrrED r}l Snc.goe oF TI{E L991 W-c_:s. ACCSSS-fo IIEAIrrG-EOUTFMENT MuSr coMPLY wrru sEc.50s AND
703 0F THE 199L uMC.
e . sorl-,Ei{s-SHAr,r-,-Be-MotryTeo oN FLooRs oF NoNcoMBUsrrELE coNsr'- UNLESS-LiSTED FOn I,IOUIATING ON COMBUSTIBLB FI.,QORI!!G
7 . FERI',Iri , FLANS-AND--cbDE--ANAI v5rs-MiDST Bs PosrED lN MEcHANTcAL
ROOM PRIOR TO AIiI TNSPEETION REOTJEST.e. iiiATNAce-tje-Ms'c-IiAt{ical-,-n66us--cdwtAillruc HEATING oR I{qr-wArER-- SupFr.'y-eoilsiiS--fnliL,l ee--EOtiipFuD-tllirtt a FLooR DRAIN PER sgc.
2119 0F THE 1991 IIMC.
********************************************************************************
DECr.,AxA-TIONS
I hlrcby tcknorladgc thaE I hava r.rd thiE ippllcatton, tltlsit ouE in futl th! ln!o! rElon lcqulrrd, conPllttd. rn rccurrl' plo!
pl|n, and rcrtr chrt .11 ch.r lnfon!.Llon provtd.d rs raqulr.d lB co!E.ct. r agrar to couply trtEh Eh. infonEtlon lnd plor Phn,
co cdlrly rlth rll Torn ordlnuec! rnd .!.ta lrrr, qnd fo bu1ld thlE lcructulo rccordr'ng to thc Tornr6 zoning lnd lubdl'vt'rl'on
codaa. daalgn ravl.r rpprov.d. Itnlforsl Building cod. rnd oBhsr ordlnrnc.. of lh. Torn aPplic.blr thercuo'
RAQT'E!'TS FOR ITSPE TIOtrS SHALL AE TTDE $NBNTC.FOIN HOUru' IN ATNlIICE BY TAT.IPITONB AT
'?9-2T36
OR AT OITR OTIICE FROI' EIOO Il| 5:OO PiI
SIOIAIT'R8 OF CIIIIIBR OR SIIIRACION POR HIXSELF .IXD OII}IER
TOWN OF VArL, COTORADO stsatsemlts
****************************************************************
staternnt Number: REC-0421' AmounE:203 .00 07 /05/95 08:09Init: 'JRMPaymenE Metshod: CK NoEation:2684
Permit No: M98-0112 Type:
Parcel No: 2103-L23-22-OO4
Site Address: 1760 STERRA TR
LOCAI,iON: 1-760 SIBRRA TRAII-'
B-MECH MECHANICAI., PERMIT
#DTota1 Fees:
203 .00 Total AL,L Pmts:
Balance:
203 .00
203.00
.00This Paymenc
*********************:t******************************************Amount
150 .00
40 .00
3.00
Account Code Description
MP OO1OOOO31113OO MECHANICAI., PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
WC OO1OOOO31128OO WILIJ EALL INSPE TION FEE
: .. O fieReceived3oncacc Eaglc Councy Asscssors 0fflce
ac 970_328_8640 ror parcel 0. TowN oF vArD coNsrRucrroN JUL 01 lg9g pEn.\lrr
ff " " fu f"*ll*l::rrt|,Ioffo*
. APPLICATION MUST BE FILLEDIr*****************************
b t l-Building I J-Plumbing t
rob Name: MCf*ll 4fS,bnae rob Actdre"", 4%5le..^-V- dD
Lesar Description: "".-
skf: tt*(l"? ' ,rrrrr,rr.-, t,
T
OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
PERMIT fNFORMATfON * * r. * * * * * * * * * * * * * * * * * * * * ,r * * * * *
rwners Name: SesefL: ltt"'rcll Address: /T1OAprrorTt 40 pn.
l-Electrical tff-Mechanibaf [ ]-other
Ph.
.rork classt 9101-N"" I 1-etieration
rumber of Dwelling Unitst GA
\rchitect, MI-n Address:
ieneral DescriPtion:
t l-A
ET,ECTRICAL: $
.t;mber and Type of Fireplaces: Gas Appliances,
k * * * * * * * * * * tr * * * * * * * * * * * * * * * * * * * * * * VALUATfONS
|urror"", *
?LUMBING: $MECHANTCAI: $.-
1 :t:t rr * * * *'* * * 'l * * * * 't * * {'* * * * * * * * CONTRACTOR INFORMAaIONleneral contractor:
tddress:
;lectrical contractor :
iddress:
H11'ottv
itional [ ]-Repair yN1-oxner-ffr
Nurnber of Acconrnodation Units , lV/4
Gas Logs- wood/PeJ.I"J
)Iumbing
rddress:
contractor:
*********************************
OTHER: f
TOTAL: S
**** * *** ** rt rt*** * **** * * * * * * *
Town of Vai). Reg. NO.
Phone Number:
Town of VaiI Reg. NO.
Phone Nunrber:
ovrn of Vail
Phone Nunber:
Town of VailIechanical Contractor:
tddress:Reg. No.
Phone Number:
' OFFfCE USE *********************tr**rt*?t*** *
i,,::' BUILDING PLAN CHECK FEE:
,i .. PLUMBING PI.,AN CHECK TEE:
: :t :t :t :t * :t :t * rt * * * * * * * * *
}UTLDING PERMIT
)LUMBING PERMIT
IECHANICAL PERMI ..i.-Ji MECHANICAL PI,AN CHECK FEE:
.RECRbATION FEE:lJi cLEAN-up pnposrr:. :I TOTAL PERMIT FEES:
;LECTRICAIJ FEE: :- - - .J)THER TYPE OF FEE'
)RB FEE: iUV .t
BUTLDING:
SIGNATURE:
ZONING:
SIGNATURE:
:onnents:
VALUATION
)
CLEAN I]P DEPOSIT REFIIND TO:
7n198
Morrell Resirlence
Affil.Ioeseph $ffi
1760 Sierr:r Trlil il)
vd, co 81657
Ecsting S;,stem Informatim:
1. R$ece cdstng Boilcr (190,000) BIII's tnd {O gal hot watcr hcater
cuncndylocrtcd in laundry room witr no combustion eir.
2. Instrll newTeledyne Laers 132'(n0 BIU boiler and side aru IIHW
tankin same aneo.
- 3. Mer BTU output from ell E5' of exisling beseboard i8 51'000 BIII's.
(Boiler is ovenized*ized for DHW load pcr custromer request & to amid
condmsing dudng peak loeds)
4. InstrII on Telcdlme Lears non-combuslible basc.
5. Instrtr new nanifol{ controlsu and system piping to cdsting heet lines
intamdry noom.
6. InstrII Taco mnc control bor with DHW priority.
7. Install donble uall flu pipingper factory qtGcs.
8. Install 6'high end lowcombustion air per codc
bi^q- Qc"d"D I o t";nir3r'-t +'
\
REPT131
A6/13/99 rZ7z4?. REQUESTS FOR
M9B-TAABS 6/tF./9A Type: B-MECH Statr-rs: ISSUED Constr': ADdtr
1760 SIERRA TR
1760 SIERRA TRAIL * A
e1ra3-re3-ee-001
REtrLACING EX ISTING BT]ILER
F,EAK I F.LUMBING & HEATINE LLC
JOHNSON LLOYD A
PEAK I F.LUf{NING & HEATINB LLC
TOWN OF UAIL, COLORADB
INSFECTIaN h,URK SHEETS FORt 6/13/98
F.OEE /
AREtr: CD
AoSivity:
Address:
Locat ion r
Frarce I :
Descr'iption:
AppI icant:
0urn e i' !
Contract or l
Oee:
Fhone:
Fhone:
F,honel
Use:
97ra-9e6-8131
97Ur-ge6-8131
Inspeet i on Request
Requestor: MATT
Req Tinre: 0Br0O
Itens reqr.tested to
0o396 MECH-Final
Infor.nation. . . . .
Cornment s : EARAGE
be Inspected...
Fhone r 479*7889
tsTecotvtBu
Act i on Time ExfComments
Inspect ion History., . . .Item: e$?AA fiECH-RouqhA6/le/98 Inspeetor: CDIten: la0e40 PLMB-Eas tripingItem: OA31A FIECH-Heat ingItern: AqSgA FIECH-Exhaust HoodsItem: IZIOSSO MECH-Supply Air.
It em : ra034CI MECH-Mi sc.It em: 0A39tZt MEtrH-Final
Aetionr APtrR APPROVED
\*
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL. eo 81657
970-479 -2L38
ilob Address...:Location......:
Parce1 No.....:Project Number:
DEPARTMENT OF COMMT'NITY DEVEI.,OPMENT
NOTE: THIS PERMIT MUST BE POSTED
MECHANIEAI PERMIT
1760 SIERRA TR
L760 SIERRA TRAIL # A
2103-L23-22-00L
ON iIOBSITE AT ALL, TIMES
Permit #: M98-0085
status...: ISSUED
Applied..: 06/03/L998
Issued...: 06/03/L998
Ercpires. . : LL/30/L998
APPLICAIiIT
CONTRACIOR
OWNER
PEAK I PI,I'MBING &
1965 B west Gore
PEAK I PLTJMBING &
1966 B west Gore
iIOHNSON LLOYD A
PO BOX 1872, VArL
HEATING LLC
Creek Drive,
HEATING LLC
Creek Drive,
co 816s8
Phone:
8L657 8L657
Phone:
8L657 81557
970-926-8L3]-
970-926-8L31Vail,
vail,
co
co
Description:
REPLACING EXISTING BOILER
Fir€pLaco Inforrnation 3 ReEtsricted: tfof Oa6 Appliancc8 |
FEE SUMMARY
VaIuaEion:
*0f GaE r,oge:
8,500.00
*of wood/Pallet:
uechanical--->
Plan Cheek- - - >
Inv€.t i9.Eion>
Idil1 call---->
leo.00
{5,OO
. oo
3.OO
229 . OO 224 . OO
22S .00
R66tuatant Plan Revierr_ -> .Oo
DRB Pae-------- .oo
ToEal calculated F€€E--- > 22s'oo
Addi.tlonrl Fees---------> -oo
TO|IAL PEaS-----Totsal P68ftit Fee_---__-->
Pal.menEg---__-__
BAI,ANCE DUE-.. - 'OO
i *i 1, r* * r*t + t atl **i t* i *
l_.2.3.
4.
5.
5.
7.
8.
rtem: 05100 BUTLDTNG DEPARTMEI{T -DepE: BUTLDTNG Division:
-067 iit t 7996 -,rmi-----'-AEELbn; AFFn appnovED ;UR- .rtem: 05500 FrRE DEPARTMENT --- -oept: FrRE Division:-o67iii tIg66-.rRt'l-- ---ACEion' appe u/e
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR_goDE^-CoMPLI-ANCE.
gg'*'Xtmtl;ft tft;E$ ffigtFP B'fi^$E$;-Stfr'8"'fiEF*il&1 off "a*
ER ;"RB FP' ift cf; F5fr R[o' 3'o$'ffi Eo'i3 EoSf tt" - Eo-qrjAprER e a]rD
Ity*J,iFylut+ilAE;8BE$il8fr FD;Eu;sE6'3fl 9ft f.'ff 8"1?3Eu't$"
703 OF TIIE ]-991 IJMC.sdlt,Eits-5rlaLl-eu-iidulureo oN FLooRs oF NoNcQt'EqqTlEtE coNsr.
ullr,sss- Lr s-rnD F6s Moutrilue oN coMBUgrrgLE ^ ELqQRING..
FERMIT . Fi,ANS- AIID*ctiiE-'allAIv5l s -tq iuST - sE PostED IN MEcHANI cAL
ROOM PRIOR TO AN INSPESTION FJQI]EST
DflAr-NAcs - o-r - un-cliatiieAt -n6d[is - c6wrArxruc EEATINq- 98. Hor - wATER
SirpFtY-goiinii5 -b-tttirt., -ee--Ediir pFuD- wrts A pr,oon DRAIN PER sEc'
2]-L9 0F TIIE 1991 tMC.
*************tft*:t***************************************************************
DECLARA'TIONS
**f**I*******************t*******************************t******
TOWN OF VArL, COT,ORADO statreflnE
****************************************i******t****************
SEatemnt Number: REC-0410 Amount:228.o0 06/03/98 o8:42Init I iIRMPayment, MeEhod: CK NoEation:2676
Permit, No: M98-0085 Tlpe: B-MECH MEclIAr{rcAr. PERI'lrr
Parcel No: 2LO3-L23-22-001Site Address: 1760 SIER"RA TR
I-,OCACiON: 1760 SIERRA TRAII-,, # A
This Payment
Tota1 Fees:228.00 Toual ALL PmLs:
Balance:
MP 00100003111300 MECIIAIiIICAL PERIT{IT FEES
PF 00x00003112300 PLAI{ cHEcK FEES
WC OO1OOOO31128OO WILI, CALL INSPECTION FEE
228.00
228.O0
.00
* * * * * !t * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * i * * * * * ** * * * * * *** * * * * * * * * * *
Accolmtr Code Descrlpt,lon AmounE
180.00
45 .00
3 .00
st26t98
Johnson Residence
Attn: Lloyd Johnson
1760 Sierra Trail #A
Vail, CO 81657 ZL7 C
Hearing System Information:
1. Replace eristing Boiler (130,000) BfLI's and 40 grl. hotwater heater
currendy locatcd in laundry room wilh no combustion lir, no non-
combustible floor, and no floor drain.
2. Install new Teledyne Laars 160rfi)0 BIU boiler and side arm DFIV
tankin garage.
3. Mar BTU output ftom all81' of existing baseboard is 48'6fi)BIU's.
@oiler is oversircd-tdzed forDHWload per cnstomcr request & to avoid
condcnsing during pcakloads.) -l - - $
4.Instell on norcombustible cinder blockplatform witr Teledyne Laan ->-
non-conbustible base.
5. Install new manifold, controls, and systcm pptng to existing heat lines
in laundry noonl.
6. InstNlt Taco zone contuol box with DHW priority.
7. Insta[ double vnll shinless stcel flu piping per factory spccs.
8. Terminatc (ponrcr vent) Flu above garage door and 3' away from
upper windoua.
9. Instatl t" high and t" low combustion air for boiler.
4r'' '\
^ ( tJ,.',,r)ru' ,r,X17L' lv'7 '
:oncacc Eagle Coun EY
o
Assessors t.t, Recew€o0fflce
ac 970-328-8640 for
\RCEL 0: Ar o a Parcel 4.TOWN
iddress:
ilectrical Contractor:
iddress:
)Iunbing
rddress:
Iechanical Contractor:
tddress:
: x:t :t :t rt rt rt rt :t *** ** * * * * * * *** ** * ** * * *rUK
}UILDING PERMIT FEE:
,LUMBING PERMT'I FEE:
IECHANICAL PERMIT FEE:
'LEC?RTCAL
FEE:
)THER TYPE OF FEE:
)RB FEE:
ar 97Q-321t-6oqu tor rarcel tr. .TOWN OF VATL CONSTRUCTION\rytEt- f : Rroa/ 13A?gb/ pERMrr eppi:qAiipii-iorurK--.
JUN 0l 19gB PER\ur r-------.-..-
, APPLICATION MI'ST BE FILLED OUT COHPLETELY OR IT MAY NOT BE ACCEPTEDI
r * * * * * * * * * * * * * * * * * * * * * * * * * * * J.'t PERMIT fNFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * * * *\tl rl[ ]-Buirding fiJ-Prumbing [ ]-Erectricar [ ]-Mechanibal [ ]-other-//f t </rob Nane z L/o ? d JohnSo\ Job A<idre"t, ,/7€O #4 51..ra,fio,,,'l(/ Aro rr^ aomFZLegal oescriptioX: Lot- sf5dJ<_ - itiit
I I t {/ 'rwners Nane: L/7e JOt*rto, Address, /76O &r4 Sr..r..,.Zoilph.O7<-OEt/
lrchitect, - Address: ph. -.----.--
ieneral Description:
.lork Class: [ ]-New [ ]-ALteration [ ]-Additional t 'l -Repair rYt -other v<P/e-
tumber of DweIIing Units:Number of Acconnodation Units:
.tumber and Tvpe of Fireplaces: cas Appliances,"
k * t( * * * * * * * * * * * * * * * rt * * * * * * * * * * * * * * * VALUATfONS
Gas Logs Wood/PeJ.let
)]UILDING: $EI,ECTRICAL: $OTHER: $)-IUMBING: $ f,,5 Orr,OO MECHANTCAL: S TOTAL: {
(* * * * 'r * * * * * * * * * * * * * * * * * * * * * * coNTR \CTOR INFORMAI.,IoNieneral Contractor:
******* *** rr ******* ******** * ** * * **
***'* * ****** ***** ***rt * * * *** *
Tovrn of Vail Reg. NO.
Phone Nunber:
Town of Vail
Phone Nunber:
Town of Vail
Phon-e Number:.%*fown bf vail
Phone Number:
Reg. NO.
Reg.NO.
1/
Reg.NO.
OFFfCE USE * * * * * * * * * * * * * * * * * * * * * * * * rt * rt * * * *
BUILDING PI,AN CHECK FEE:
PI.,UMBTNG PIAN CHECK TEE:
MECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUTLDING:
SIGNATURE:
ZONING:
SIGNATURE:
Contractor:
GROUP VALUATION
)
CLEAN I]P DEPOSIT REFT]ND TO:
!,
vt[rA
I l,/,/ ).1t3
ta3
@rle engineering, inc.
143 e. meodcnar dr. suile rr-10
crossroocls sl-opping cent er
voil. colorodo 81657303/47G217O
\,,\
,j
I
0ctober 10' 1S84
l'lr. Lloyd Johnson
Sierra Condorniniun Assn.
P. O. Box 187?
VaiI, C0 81658
Subject, Lot 23, Uail Uillage [Jest, Filing I
East End Retainage Situation
(rt- {lo t ,x 4{do '4 '
:ll
,l
i
\
1ft- 6zVz r/t'
/ I n\(rl{a,L {-rs1
P\ il"\L !-
Q.I\*r, \j\-
tt,qr,(1{l'U-1," "_ff(r\
(ou\
Dear LloYd,
This Ietter uill confirm that this office has lrade an inspection of ihc
above noled situation to detenrnine if any structural problem exists at
the east end of youn property r,rhere the original retaining uall has
been danaged and f ailed.
It is ny opinion that a slope stability problen exists in this area due
to the Iacli of any system to retain the cut in the hilIsldc. fis you
knou this is a hiqhly unstable :one and quite vulnerable to slidlng,
I ulould highly recornnend that you install a retaining urall in this area
to replace the one that has been daroaged this Fall. If you r^rait unttl
Spring the excessive moisture at that tirne could cause a failure in the
slope. Even if the slope did not fail in the spring, tt trould be very
difficult to construct a r,raIl at that time due to high flroiEture content
of the soil and the constant risk of creating a failune condition
during the Process.
I f you have
contact ne'
any questions regarding this rTatter please feel free to
Sincerel
Tinothy
President
TMB/an
JONN IL If,ERAPIY
LAWRANCE C. RIDER
JAMES A. WINDHOLZ
JOIIN A. wlLSON
Mrrrr^FtriT, IIIDER, WTNDEOIZ & lyrLSON
A: TORNBTI| A' LAW
2OlO I{tB ATnEEI - artlTE IOO
lottLDER. coLoRADO AOSOs
tE.lPxort (AOSI a{7'a7al
November 1l , 1982
P O. BOI ttOC
DOI'LDER. ('OLORADO EO3O6
J. SCOTT ltoCOMAS
,/ (l te{
" r h-,t,\.--- / til{r. Lloyrt Johnson
Box lB72Vai1, CO 8I658
/Re :- Lots 23s.
Dear l'lr. Johnson:
and. 24, Vail '/i1lage lVest Filing !q--)
This letter is to confirm our conversation of this date.
It is my understanding you are the President of the Condoninium
Association which owns Lot 23 and you are the owner of Lot 24.
These Lots are ad.jacent to Bitettors Lot 22. As I indicated to
yotr, the Town has reachecl an agreement with Bitetto to have cer-
tain work done on Lot 22 to stabiLize the hil1side. That work may
require some entry onto your property. You have indicated to me
that you have no ob.jection to work bei,ng done on Lots 23 and 24 in
con.junction with the stabilization of Lot 22.
I have enclosed for your information, the proposed
agreement between the Town and Bitetto. If you have questions
about the recommended work and the contract for doing the work, I
vroulcl suggest that you contact Mr. Larry Eskwith, the Town At-
torney. -[e has copi.es of the engineering report done by Claycomb
Engineering, and the construction contract with B & B Excavating.
You may review those at anY time.
Ifthisletterdoesnotpropertyreflectourconversa-
tion, would you please contact me as soon as possible'
RespectfullY,
LCR:1s
Enc l.,-F /h^''L'^fl C i .t /.'t 14f-
:. 1t
JOFN R. }IEIIAII'
LAIVN.BNCI O. NIDER
JA}IES I. WINDTIOLZ
JOXN B. lr'II.SOlf
lf?r^Tt:r, RtDtR, IyE. DEorz & 'WrLsoN
ATAORIlll:sl ,'t t rW
?OaO larr SlRaar - gtnTr tOO
BOt LDZR, COLOR^IDO 9('3{)3
llt|'.rorr (tOC) aa7-87i1
t o. Dox lloo
tottlDBn, col.onaDo 8o3oo
REV.J. SC(tfT NoCO!|aE
November 3, 1982
Itlr. Albert B. flolf !trr. Richard W. Laugesenl{olf & Slatkin De}Ioulin, Anderson, Campbell &Attorneys at Law Laugesen
l35O Security Life Bullding Attorneys at Lav
1616 Glenarn Place 't; 3464 S. Villow Street
Re: Landsllde - Lot 22 - Owner, Douglas Bitetto
- C,entlemen:
Tbls letter is to summarlze the agreement betvreen the
Torvn of Vall, Doug Bitetto (State Farn Insurance, Bitetto's,insurer), and other interested parties in reference to the. stabillzatlon of the hillside lnvolvlng Lot 22, Yail Village lfest. Ftling #1 , Lot 15, Highland Meadows Filing #1 , and Alpine Road,Vail, Colorado. You and I have dlscussed at length tbe ne.cessary
measures for stabillzing the hillslde to prevent furtherdeterioration of the hillside. The background facts are:
vilrage n.[t)'rHlEt;i,"*;tl?,titjf iS:I"."f"Htr3'i.X?j1r.., :
fnsurance Oompany.
(b) The Town of Vail has nrithin its jurisdictlon, twopublic roadways, Alplne Road to the south of Lnt 22, and SierraTrail to the'North of lot 22.
(c)HelgaBeathuneisthe,owneroft.otJ5,Highlan<l
l,{eadows Filing No. l, which }ies adjacent to Lot'fe anA AlpineDrive.
(d) There has been a collapse of the hillside involvingprirnarily Lot 22, but includlng a portion of Lot 15 and AlpineDrive, threatening the public health and safety.
(e) The parties hereto wish to accornplish certain rvorkto stabilize the hillside involving Lots 22 and 15, and AlpinDrive to prevent further deterioration.
(f) The Town of VaiI had a study done by ClaycombEngineering Associates, Inc., of Glenrvood Springs, Colorado (datecl
Septenber 21, 1982), to deterrnine rvhat neasures should be takenfor the stabilization work.
t
Mr. Albert B. ltolf
Mr. Richard lv. Laugesen
Page Two
November 3, 1982
Based on these facts, the parties have agreed to do the
following:
(1) The Torvn of Vail agrees to implement the onsite
work outlined in the Claycomb study of September 21 ,. L982, as may
be necessary to stabilize the hillside oh Lot 22, Yail Village
IYest Filing frL 'ancl atijabelt prqpertles. A.11 the parties recognize
and agree that salcl sta.bilization will involve work on Lots 22 and
15 (as identified above), and A).pine Drive.
(2) The parties have agreed that the Tovn, using
Claycomb Engineering Associates, Inc., will contract to have the
onsite work done as outlined in the Claycomb study of September
2L, 1982, in order to stabil,ize the hillside.
(3) AlL the parties agree that the Town of Vail' its
agents, employees ancl contractor nay enter upon Lots 22, and 15 to
accomplish the vork required for the stabilization of the hill-
slde.
='(4) Bitetto agrees to pay to the Torvn the sum of
$75,OOO to be used for the payment, in whole or in part, of the
work on Lot 22, and the adjacent properties. The funds frorn
Bitetto shall be paid upon request of the Tovrn.art*-sha**-{ee
a *ement-i-ngJhe
hi.
(5) It is expressly understood by all the parties that
this Agreement shall in no way be cotrstrue<I by the parties or any
thircl person as an admission by any party of liability or res-
ponsibility for the subsiding of the hillside or damages resulting
there frorn.
(6) It is expressly agreed that the rneasures to be
undertaken in accordance with this Agreement are being done for
the purpose of avoicling further rnovement of the hillside or dam-
ages to any party and to protect the public health, safety and
wel fare.
(7) Each party specifically reserves their individual
rights to proceed to recover any damages incurrerl from any res-
ponsible party or parties and that nothing herein shall he con-
strued to pre.judice the rights of any partf hereto to assert a
clainr or suit against any other party or parties.
I have circulated this letter to the persons identified
belorv. In order to facilitate its signing, if you have any
questions or ob.jections, please contact me as soon as possible so
that I can make the appropriate changes. Then vyhen the language
,, l'
Mr. Albert B. lYolfllr. Richard lf. Laugesen
Page Three
Novernber 3, 1982
of the letter is agreeable to all of the parties, f will ask you
to execute youi copy and return it to me. and I will then forvard
photocoples to each one of you.
RespectfulIy,
& IYILSON
LCR:ls
cc: llr. Keith J. Vandenbergel.lr. Lawrence A. EskwithMr. ilohn Dunn
IITEHAFFY, RI , WINDHOLZ
C. Rider
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INSPECTIONTOWN OF
REQUEST
VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI PMAMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGBOUND
O ROUGH / D.W.V.
tr ROUGH / WATERE] FRAMING
tr INSULATION
tr SHEETROCK
tr GAS PIPING
NAIL tr POOL i H. TUB
n
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWEB
MECHANICAL:
O HEATING
daoueu tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
FJNAL O FINAL
APPROVED
CORREGTIONS:il
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
ft
JOB NAME
MON
CALLER
TUES
INSPECTION
TOWN OF
REQUEST .
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:THUR
BUILDING:
tr FOOTINGS / STEET
PLUMBING:
tr UNDERGROUND
fI ROUGH / D.W.V.E FOUNDATION / STEE-
tr FRAMING tr ROUGH / WATER
E] INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
O FINAL
ELECTRIGAL:MECHANICAL:
TE=l'[iP/ POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
p'APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
; oq;sl *::i:Ufofl;11.1;";nffl:i:' 28' 1s8o
fraere co'ntY
No Fee
O
,'+Book 311
Page 376
, nl'*'tr tlVW:
11\t' ,a W I2-
r
RESOLUTION
OF THE
BOARD OF COUNTY COMMISSIONERS
COUNTY OF EAGLE, STATE OF COLORADO
REsoLUTIoN No. Bo- t{
DELETION OF PLAT RESTRICTION - FINAL PLAT OF SIERRA CONDOMINIUMS
WHEREAS, The Board
CoIorado, hereinafter referred'
on the 2t day of 4t
Corm'issioners, County of Eagle'
"Board", at a regular meeting held
1980, approved the final Plat of
of
to
c)
County
as the
Sierra Condominiums 'located o
county of Eag'le, colorado; said final plat being recorded in Book 309 at
page 162 oi the property records of the County of Eagle, Colorado; and
WHEREAS, as a condition of final plat approval , the developer
of Sierra Condominiums, High Sierra Developers, Inc., entered into a
Subdjvision Improvements Agreement dated May 28, 1980, and recorded in
Book 310 at Page 250 of the property records of the county of Eagle'
Colorado; and
I.IHEREAS, as a condition of final plat approval of Sierra
condominiums, a plat restriction was p1 aced on said final plat which
stated:
"No condominium units may be sold until the improvements
the parking lot are comblete to the satisfaction of the
Eagle County Engineer."; and
I'|HEREAS, the Board has determined that the deve'l opor has
satisfactori]y cornpieted the improvements on the parking lot and all
jmprovements set forth in the Subdivjsion Improvements Agreement as requ'ired
by the Board at the time of finai piat approval; and
WHEREAS, the developer has requested the Board to delete
and/or ljft the plat restriction referred to herein from the final
olat of Sierra Condomin'iums.
NOl,l, THEREFORE, be it resolved by the Board of County
Cor:rmissioners, County of Eagle, Colorado:
THAT, the plat restriction placed upon the final plat of
Sierra Condominiums which states:
"No condomjnium units may be sold until the improvements on
the park.ing lot are comflete to the satisfaction of the Eagle
County Engineer."
is hereby deleted and lifted from said final ptat and shall have no further
force or effect with respect to the sale of such condominiums.
MovED, SEC0NDED AND UNANIM0USLY ADOPTED at a regu'lar meeting
of the Board of County Cormissioners, County of Eag'le, Colorado, held on
the 14th day of 0ctober, 1980.
SIGNED this day of 0ctober' 1980."f
COUNTY OF EAGLE, STATE OF COLORADO
By and Through its
BOARD OF COUNTY COMMISSIONERS
ATTEST:
Da'le F.
Dan tli I I iams -
.lr-.-'// | -4' /LJa)/K1_1,.c4 r ,t_.r,
Kei th Troxel - Cormi ss'i oner
Grant - Chairman
lerk of the
Commissioners
Commi ssioner
EA9il.E COUNTY
EAGLE, COLORADO 81631
TELEPHONE 303/326.73t I
BOARD OF COUNTY
coMMrSStoNERS
Ext 241
AOMINISTRATION
Ext 241
ANIMAL SHELTER
949.4292
A55E550 R
Exl 2O2
BUILOING IN
I N SPECT ION
Exl 226 os 229
CLERK &
RECORDER
Ext 2l 7
COUNTY
ATTORNEY
Ext 242
ENG INEE R
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXT EN 5ION
AG ENT
Exl 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N I NG
Exl 226 or 229
PU RC HA S ING/
PER50NNEL
Ext 245
ROAO & BR IDGE
Ext 257
SHERIFF
Eagle Ext 2l I
Batalt 927.3244
Gilman 82 7-575 |
socrAL SERVTCES
328.6328
TREAsURER
Ext 20 |
CERTIFIED MAIL P23 0253218
0ctober 15, 1980
Mr, James C. Harvey
Assistant Cashier
First Bank of Vail
17 Vail Road
Vail, Colorado 81657
Re: Release of Letter of Credit No. 1144 -
County of Eagle
Dear Mr. Harvey:
0n 0ctober 14, 1980, the Board of County Cormissioners'
County of Eagle, Colorado, at its regu'lar meeting' moved
to release a certa'in Letter of Credit No. 1144 dated
August ?7, 1980, in the amount of twenty-six thousand
do]'lars ($ 20,OOO.O0) for the account of High Sierra--
Developers, Inc., P.0. Box 1872, Vail, Colorado' 81657.
I have enclosed said Letter of Credit and v,,ould appreciate
the First Bank of Vail taking all necessary steps to
finalize the release of said Letter of Credit.
Thank you for your prompt attention to this matter.
If you have any questjons, please contact this office
at :Zg-Z:it onp.0. Box 850, Eag1e, Colorado, 81631'
Si ncerely,
6r--<t-, A Lt:ll,-=trrr
Beth A. Whittier
County Attorney
BAl,J/da
Encl osure
cc: Cbairman, Board of County Commissioners
vzffe1 Atwell, County Engineer
Tom Boni, Acting Planning Director
I,'|illiam J. Post' Esq.
t/@Ie-Dp,+lutt/es--s-usu,/m--WL
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EAGLE GOUNTV ,
Rnemn@rendumnfinterofff,ee
To:
Me'l Atwell, County Engineer
subject: Release of Letter of Credit -
High S'ierra Developers, Inc.
From: L.
Beth A. !{hittier, County Attorneyv4*J
File No.:Date:
0ctober 15, 1980
0n 0ctober 14, 1980, the Board of County Connissioners released Letter of Credit
No. 1144 dated August 27, L980, in the amount of $ 26,000.00 for the account of
High Sierra Developers, Inc. Said Letter of Credit had been submitted to the
County pursuant to Road Cut Permit No. 327.
The deve'lopers have remitted to this office a check in the amount of $ 2,600.00
to guarantee the work of the developers jn the County right-of-way for a period
of one year after completion thereof. Said check has been submitted to Nancy
Morgan, Environmental Health Department, for processing and payment to the
County Treasurer's office. The developers have requested that the Treasurer's
receipt be submitted to:
tllilliam J. Post, Esq.
P.0. Box 3149
Vail, Colorado 81657
with a copy of same submitted to this office.
If you have any questions regarding this matter, please contact this office at
Extension 242.
cc: Chainnan, Board of County Commissioners
William J. Post, Esq.
Nancy Morgan, Environmental Health Department
EAGLE.COUNTY
EAGLE, COLORADO 81631
TELEPHONE 303/328-73t I
BOARD OF COUNTY
co MM rssr oN E Rs
Ext 241
AOMINISTRATION
Ext 241
ANIMAL SHELTER
949-4292
ASSESSO R
Ext 202
BUILDING IN
I NSPECTION
Ext 226 or 229
CLERK &
RECO R DE R
Ext 2l 7
COUNTY
ATTORNEY
Ext 242
ENG I NEE R
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENS IO N
AGENTErl247 |
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLANNING
Ext 226 or 229
PU RC HA5I NG/
PERSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
SHERIFF
Eagle Ext 2l I
Basall 927 -3244
Gilman 82 7-5 75 |
SOCIAL SERVICES
328.6328
TREASURER
Ext 201
CERTIFIED MAIL P23 02532T5
0ctober 9, 1980
High Sierra Developers, Inc.
P.0. Box 1872Vail, Colorado 81657
Re: Irrevocable Letter of Credit No. 1144 - Road Cut
Permit No. 327 - County of Eagle, Colorado
Dear Sirs:
0n August 27, 1980' an jrrevocable letter of credit in
the amount of $ 26,000.00 tvas issued by the First Bank
of Vail for the account of yourself jn favor of the Board
of County Conrnissioners, County of Eagle, Colorado' for
the purpose of guaranteejng construct'ion of improvementsjn the County right-of-way pursuant to Road Cut Permit
No. 327 issued to yourself on August 27, !980, and the
Road Cut Permit and Road Construction Permit Reso'l ution,
County of Eag1e, Colorado.
Pursuant to said letter of credit all drafts drawn
thereunder must be drawn on or before November 1, 1980.
Thus, a1l work required as per said Road Cut Permit
and Road Construction Permit Resolution must be completed
to the satisfaction of the County prior to llovember 1,
1980. Since this due date is rapidly drawing near, I
would suggest that you contact Mr. Melton Atwell, County
Engineer, to discuss the status of the work required to
be completed.
Emphasis should be made that a] I work must be satisfactorily
cornpleted and approved by the County prior to said due
date. If this is not accomplished prior to said due date'I shall be ]eft with no other alternative but to present
said letter of credit to the bank for payment as provided
thereunder.
qlo
High Sierra Developers, Inc. Page Two 0ctober 9, 1980
If you have any questions, please contact this office at 328-7311or P.0. Box 850, Eagle, Colorado, 81631,
Thank you for your lmmediate attention to this matter.
Sincerely,
---4Qrr/t ft./d/r/i4),gu
Beth A. l'lhittier
County Attorney
BAl.|/da
cc: Chairman, Board of County Conmissioners
l.lel ton Atwel I , County Engi neer 9,-
A"rfu.* o -ttth a.ry"r*rit zr'rA Z"Q.;.-4 Z* #12'r.A'a
e.
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are.tz,an ;SeZ tr**J*/ / a,nilar/ /r** -% =raZ-+-zaZ %,,' % e-/*Z-'.8/,4
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4.%,,ry^ar
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6 7,4tlrnA/4 "6 f,/-%
(
I
1?
LincolnDeVore
1000 West Fillmore St.
Colorado Springs, Colorado 80907
(303) 632-3593
Home ottice June 25, L980
Elgh Sierra Developnent
sox 1872Vail, CO 81657
Attn: Bill Wezwic
Re:SUB9URFACE SOILS ]NVESTIGATION
PROPOSED PARKING LOT
AND CONDOII|INIIIII
a"{.\- u Ia/L./t
a. . \r I\yr.i il i\l wEsrvArL, coLoR,ADo
\ltl"vl v \ -l ry\
Gentlenen:
Transmitted herewith issoils investigation for
condoninium located on
Respectfully submitted'
LINCOLN-DEVORE TESTING LABORATORY, TNC.
F. Essigmann,
33303
Spr ings
P. E.
P.O. 8ox 1882 P.O. Box 1643
Grand Junct'on. Colo 8i501 Flock Springs, Wyo 82901
(303) 242-896a (307) 382-2649
)>v,
LINCOLNjIeVORE TESTIN//
,/ ///t&n; fl/aq/taaBy: Francis MaEnussen
civJ+ EngiFeer
LD Job No. GS-1335,cc: Johnson Kunke1
LD - Glenwood
the report concerning a subsurface
the proposed parking lot and single unit
Sierra Trall in West Vail, Colorado.
Reviewed
Frv/lab
602 Easl &h Strset P.O. 8ox 1427 86 Bos€rnont ptaza
R€blo, Colo 81001 Glenwood Springs, Colo 81601 Montrose, Coto gt4o1
(303) 5,1&1150 (303) e45-6020 (303) 249-7830
I
ABSTRACT:
This report contains the results of
a subsurface soils exploration program for a proposed parking lot
and a single unit condoninium rocated on sierra Trail in west
Vail, Colorado.
The foundation soils encountered
during our subsurface exploration program erere noted to consist
nainly of silty clays, containing a considerable atnount of graver
and cobble sized particles. For the rnost part, these silty clays
were encountered in a relativery moist, row density condition.
Ar1 of the fine to medium grained sirty crays were noted to
underlie a thin veneer of low density, organic topsoil.
Recornmendations concerning the
building foundations and parking rot construction can be found in
the last section of this report. Tbe following general recomnen-
dat,ions should be followed.
All foundations must be well
balanced and heavily reinforced to ninimize differential
movenent.
All floor slabs on grade must be
constructed to act independently of other structurar portions of
the buildings.
be carefully designed
recommended around the
Surface and subsurface
and controlled. A perineter
building exterior.
A Type II Cenent would
in contact with the soil on
drainage nust
drain would be
be recon-
this site.mended in all concrete
-r-
IL
More detailed reconmendations can be
found within the body of this report. All reconnendations will
be subject to the linitations set forth herein.
GENERAL:
The purpose of this investigation
was to determine the general suitabil-ity of the site for
construction of a parking lot and a single unit condominium.
Characteristics of the individual soils found within the test
borings were exErmined for use in designing foundations on this
si te.
The parking lot is to be pJ-aced in
the northern portion of the site, as indicated on the enclosed
Test Pit tocation Diagram. The proposed cuts for this parking
lot are to be on tbe order of L2 feet naxinum in the southeast
corner, tapering to 4 or 5 feet on the southwest corner.
Proposed fills are to range up to 6 feet in the northwest corner.
Entrance to the parking lot will be provided in the northeast
portion. This will necessitate the renoval of an existing
retaining wall. The surface of the lot will consist of a 5-inctr
thick Iayer of gravel.
At the present time, Lincoln-Devore
has not seen a set of construction drawings for the proposed
condominiurn; in fact, finalized design of the building is pro-
bably not conplete at the present time. In any event, we feel
that it will be basically a frane structure of more or less con-
ventional design. We would anticipate foundation loads to be
light to moderate in nagnitude
-2-
v
isL
The site itself located on the
The
General
southerly side of Sierra rrail in West VaiI, CoLorado.
locatlon of the site has been indlcated on the enclosed
Site Location Dlagram and test Pit Location Diagram.
Topographically' the site occupies a
relatively moderate to steep slope (25 to 34 percent) dropping
generally in a north and westerly direction. AJ.though surface
drainage on the site will be controlled to some extent by the
proposed parking lot and condominium, surface drainage will
generally be in this northwesterly direction towards Sierra
Trail.
The site is located on the north-
westerly side of a debris slide as mapped on the geologic land
use naps for Eagle County, prepared by Charles S. Robinson and
Associates, Golden, Colorado, in 1975. These tnaPs lrere prepared
for the Colorado Geologic Survey and for Eagle County, Colorado.
The debris slide is typicalty a landslide tyPe consisting pri-
narily of surficial naterial. The site has also been napped as
an area that nay be susceptible to snow sLiding or snovr ava-
lanches under extreme weather conditions.
At the present time the landslide
deposit on the site appears to be in a relatively stable
condition. Lateral movenent consisting prirnarily of a gradual
downslope creep must, however, be anticiPated. While it is un-
likely that any major catastrphic slope failure will occur pro-
viding proper precautions are taken' it is believed that this
downslope creep movement will continue with time. This creep
movement should be taken into account in the design of foun-
dations for structures to be constructed on this site.
-3-
The upper port,ion of the soil pro-
file was a dark brown, silty clay topsoit, with a high organic
content. This material was found to range in thickness fron I to
Ill feet. Imrnediately below this topsoil naterial was encountered
silty clays of the landslide deposit. fhis material was
generally of a low density condition, and ranged from fine to
medium in grain size. This landslide deposit also contained
numerous gravel and cobble sized particles
Bedrock beneath the site is believed
to consist of the Minturn Fornation. The Minturn Formation has
been described as a medium to very coarse grainedr gray to red-
dish brown sandstone conglomeratic sandstone containing thin beds
of reddish brown siltstone and sandy and silty shale and proni-
nent pinkish gray to gray linestone. No fornational material was
encountered in any of the test pits placed on this site, and it
is believed to exist at sufficient depth that its engineering
characteristics will not affect the shaltow foundation systems
proposed for the site.
-4-
Pour test pits srere excavated on the
site in the area of proposed construction as shown on the Test
Pit tocation Diagram. These test pits were located so that a
reasonable profile of the subsurface soils could be provided.
Arl test pits were excavated with a hydraulic backhoe. sanples
were taken by bulk methods.
As indicated on the enclosed Test
Pit Logs, basicarly one singre soil naterial was encountered
during our subsurface exploration prograrn. For the purpose of
this report, this material has been designated as soil Type No. 1.
These soils were encountered inmediately beneath a thin veneer of
organic topsoil in all 4 test pits excavated, and extended to the
botton of the pits. soil Type No. I was encountered in a rela-
tively row density condition, and is capabte of supporting fairly
light to moderately loaded foundations.
The precise gradational and plasti-
city characteristics associated with the soils encountered during
drilring can be found on the attached sunmary sheets. The repre-
sentative number for each soil group is indicated in a snall
circle inmediately below the sanpling point on the Drilling Logs.
The folrowing discussion of the soir groups wilr be general in
nature.
Soil Type No. I classified as a
sirty clay (cL/utL) of fine to medium grain size. Generally, this
naterial is of low ptasticityt of low to moderate permeablity,
and was encountered in a low density, noist condition. When
encountered in a high density, low moisture condition, Soil Type
-5-
I
No. I would have a tendency to expand upon the addition of
moisture, with swell pressures on the order of 1000 psf being
rneasured. However, when encountered in a relatively low density,
noist condition, the expansive potential of the soil will be
reduced. We would anticipate that the in-situ soils on the site
will have a tendency to expand with swell pressures on the order
of 500 psf. While this magnitude of expansion should not be suf-
ficient to affect the structural members of the building, it can
cause sone movenent beneath floor slabs on grade. Soil type Wo. I
will have a tendency to long tern consolidation upon loading. As
mentioned previously, where this naterial was encountered it was
found to be of a reLatively low density, and will probably be
capable of supporting fairly light to moderately loaded shallow
foundation systems providing they are properly designed and
reinforced. The maximum allowable bearing capacity for the
material encountered on this site will be on the order of 1500
psf. The finer grained portion of SoiI Type No. I contains
suLfates in detrimental guantities.
No true free water table eras encoun-
tered in any of the test pits to the depths excavated. Ilowever,
because of the nature of the site and the clinate in this area,
the soils beneath the site will tend to periodically become
saturated. This is a result of subsurface seepage from the
higher ground to the south of the site. It is, therefore, essen-
tial that proper surface drainage be naintained in order to
reduce the amount of moisture entering the foundation area,
Additionally, subsurface peripheral drains should be used around
all structures constructed on this site in order to carry
-6-
subsurface moisture around the structures and away fron the
building area. Subsurface drains should also be constructed
behind retainlng walls to intercept seepage and discharge it
through a series of weep holes. More conplete reconmendations
pertaining to the design of surface and subsurface drainage will
be given in the next section of this report.
CONCLUSIONS AND RECOMITENDATIONS :
Since the exact nagnitude and nature
of the foundation loads are not precisely known at the present
time, the following recornrnendations must be somewhat general in
nature. Any special loads or unusual design conditions should be
reported to Lincoln-Devore so that changes in these reconmen-
dations nay be made, if necessary. However, based upon our ana-
lysis of the soil conditions and project characteristics pre-
viously outlined, the following reconmendations are made.
Owing to the varying nature of
construction proposed for this site (parking 1ot construction and
building construction), the Conclusions and Recommendations por-
tion of the report will be subdivided into two separate sections,
the first of which will pertain to the condominium which is to be
constructed at some time in the future.
Condominium:
It is recommended that a shallow
foundation system consisting of continuous footings beneath all
bearing walls and isolated spread footings beneath colunns and
other points of concentrated load, be used to transfer the weight
-7-
' of the proposed structure. such a sha110w foundation systen nay
be designed on the basis of a naximum arlowable bearing capacity
of 1500 psf as an overarl site average. A nininun pressure of
500 psf will be reguired.
It should be noted that the tern
ifootings" as used above incrudes the warr on grade or .no
footingr type of foundation systen. on this particurar site, the
use of a more conventional footing, tbe use of a rno footingr, or
the use of voids wilr depend entirery upon the foundation roads
exerted by the structure.
The subsurface materials encountered
on this site are somewhat subject to vertical and raterar
novenent. Lateral movenent is felt to consist prinarily of a
graduar downsl0pe creep. Rapid mass movements are not likery,
providing proper precautions are taken. The graduar downsrope
movenentr however, will create a strong potential for differen-
tial movenent througbout the structure. Therefore, opposing
exterior load bearing walls should be cross-connected to provide
additional rigidity.
used, we wourd recommend .n".":;"'":"::::t::,:::::"::T"::::::
t"
beneath the foundation components. Most buitdings are invariably
rnore heavily loaded on sone walls and colurnns than on others.
The amount of this variation may tend to be guite high. we wourd
reconmend that the size of the foundation component be varied in
direct relationship to the actuar road being carried, thus main-
taining approximately the same pressure on the soil at all
points. using the criterion of dead road only for single story
-8-
.oo
structure' or dead road plus one-harf live 10ad for multi-story
structures' we would reconmend that the contact stresses beneath
the load bearing walls be balanced to within +300 psf at a1l
points beneath the foundation warl . rsorated rnterior corumn
pads shourd be designed for pressures of about 150 psf more than
the average of the pressures beneath the road bearing warls.
To help ensure that the structure
moves nore or less as a single unit rather than in a differential
mannerr we wourd recommend that all stem walls be supported by a
grade bean capable of spanning at reast t5 feet. This grade bearn
would apply to both interior and exterior 10ad bearing warls.
such a grade bean shourd be horizontarly reinforced continuousry
around the structure with no gaps or breaks in reinforcing steel
unless they are speciarry designed. Beans shourd be reinforced
at both the top and the botton with the najor reinforcement being
approximately balanced between these two l0cations. Arl interior
bearing warls should rest on a grade bean and foundation system
of their own and shourd not be a110wed to rest on a thickened
slab section or trshovel" footing.
Where the sten wall_s are relatively
sha110w' verticar reinforcing will probably not be necessary.
However, where the warrs retain soil in excess of about 5 feet in
height' verticar reinforcing rnay be necessary to resist the
active pressure of the soirs al0ng the wall exterior. To aid in
designing such verticar reinforcing, the for-lowing eguivar-ent
fluid pressures can be utilized:
Soil rype r.ro. I - 45 pcf
-9-
I
l.It should be noted that the above
values sbould be modified to take into account any surcharge
loads applied at the top of the walls as a result of stored
goods, live loads on the floor, machineryr or any other exter-
nally applied forces.
Where floor slabs are used, they
should be placed over a conpacted gravel blanket of 4 to 6 inches
in thickness. under no circumstances should this gravel pad be
allowed to act as a ruater trap beneath the floor slab. A vapor
barrier is recommended beneath any and al1 floor slabs on grade
which will lie below the finished exterior ground surface.
AIl floor slabs on grade must be
constructed to act independently of the other structurar portions
of the building. These floor slabs should contain deep construc-
tion or contraction joints to facilitate even breakage and to
help minimize any unsightly cracking which could result fron dif-
ferential movement. Froor slabs on grade should be placed in
sections no greater than 20 feet on a side. prior to
constructing slabs on grade, all existing topsoil and organics
nust be removed frorn the buirding interior. Likewise, all foun-
dations must penetrate tbe topsoil layer.
Any interior, non-Ioad bearing par-
titions which will be constructed to rest on the floor srab
shourd be constructed with a minimum space of lN inches at either
the top or bottom of the wall. The bottorn of the wall wourd be
the preferred location for this space. This space will alrow for
any future potential expansion of the subgrade soils and wil_l
prevent damage to the wall and/or roof section above which could
be caused by this movement.
-10-
Adeguate drainage must be provided
in tbe foundation area both during and after construction to pre-
vent the ponding of water. The ground surface around the
buirding Ehoutd be graded so that surface vrater will be carried
quickly away from the structure. The rnlninum gradient within r0
feet of the building wirr depend upon surface landscaping. Bare
or paved areas should naintain a ninimum gradient of 2t, while
landscaped areas should naintain a ninimum gradient of 5t. Roof
drains must be carried across all backfiLled areas and discharged
weII away from the structure.
A subsurface peripheral drain,
incruding an adequate gravel colrector, sand filter and per-
forated drain pipe, should be constructed around the outside of
the building at foundation level. Dry werrs should not be used
anywbere on this site. The discharge pipe shourd be given a free
gravity outlet to the ground surface. If rdaylight', is not
avaiLable, a sealed surnp and pump should be used.
The gravel pad beneath the floor
srab described previousry wilr act as a capillary break. This
could be discharged into this exterior drain by providing weep
holes in the foundation wall.
To give the building extra lateral
stability and to aid in the rapidity of runoff, all backfirl
around the building and in utility trenches in the vicinity of
the structure should be compacted to at least 90t of its maximum
Proctor dry density, AsrM D-699. The native naterials encoun-
tered on this site may be used for backtilling purposes, if so
desired. All backfill must be compacted to the required density
-11-
by nechanical neans. No water flooding technigues of any type
should be used in the placenent of fill on this site.
Sone of the clayier foundation
materiars wourd be anticipated to contain surfates in detrimentar
quantities; therefore, a Type rr cenent is reconnrended for use in
all concrete which wilr be in contact with all crayey foundation
soils' under no circumstances shourd calcium chroride ever be
added to a Type If Cenent. In the event that a Type II Cement is
difficult to obtain, a Type r cenent nay be substituted, but only
if it is protected from the soir by an imperneabre membrane. A
Type r cenent can be used if foundations rest on the sands only.
The open foundation excavation must
be inspected prior to the placing of forns and pouring of
concrete to establish that adeguate design bearing rnateriars have
been reached and that no debris, soft spots or areas of unusuarly
low density are l0cated within the foundation region. Alr firl
placed bel0w the foundations must be fully controrred and tested
to ensure that adequate densiftcation has occurred.
Parkin Lot Construction and Slope stabilitys
As nentioned in the General section
of the report, the proposed parking rot is to be praced in the
northern portion of the site as indicated on the encl0sed Test
Pit Location Diagran. The proposed cuts for this parking 10t are
to be on the order of 12 feet maxinum in the southeast, corner,
tapering to 4 0r 5 feet in the southwest corner. proposed firls
are to range up to G feet in the northwest corner. AIso, as
shown on the Test pit Location Diagram, retaining warls are to be
constructed along the north, south and east boundaries of the
-L2-
parking 1ot.
A conputer Program vtas used to ana-
Iyze this proposed parking lot configuration in terrns of
stability. The stabitity of the site subseguent to proposed
parking l-ot construction nust be divided into 2 systems. These
2 systems wlll be designated as the llocal systemi and the
noverall systen.n The nlocal systemn will pertain to the stabi-
lity of the slope in the imrnediate vicinity of the l2-foot cut,
and the 'overall systeni will pertain to the overal-l stability of
the site. These 2 systens will be discussed separately.
tocal Systen:
Computer analysis indicates that a
marginal factor of safety would be provided at the 12-foot
vertical cut without the construction of a retaining wall. That
is, a failure would be anticipated should a retaining wall not be
provided.
An acceptable factor of safety level
could be achieved by the construction of a retaining wall . This
retaining wall nust be designed to resist lgn equivalent fluid
ressure of 50 pcf i ve stat lus an additional 300
stope.l obviously, a retaining wall designed to resist these
pressures would not only be extremely expensive, but would be
difficult to design and construct. In any event, to aid in
designing the retaining wall, lqle soils on this site would
ssess an equivalent fluid re on the order of 240 pcf in
1500 psf. Assuming mass concrete placed on fine to mediun
grained silty clays, a friction angJ.e of about 17' would result.
psf horizontal unit load owing to the unstable nature of the cut
@ Maxinun toe pressures nust be linited to
-t3-
We would reconmend that the botton of the retaining wall be
placed a minimum of 4 feet below grade.
Overall Systen:
In this case' comPuter analYsis
shows that even with the local stability satisfied' the overall
stability would be marginal . Again, failures could be
anticipated.
With the above described stabilities
in mind, both loca1 and overall, it would appear at this tine
that several alternatives are available. The first alternative
would be to satisfy the local stability by constructing a
retaining wall and accepting the marginal stability of the
overall system. with this alternative, the retaining wall must
be properly designed and should not be subjected to any addi-
tional surcharge loads, such as building loads. Again' the
design and cost of the retaining walI would probably rnake this
approach unfeasible. In addition, overall marginal stability
must be accepted.
Another alternative would be to
conpletely elininate the retaining wall and lay back the slope of
the cut for the parking lot. Preliminary calculations indicating
the nature of the slope required for stability showed that a
slope sonewhat less than 26' would be necessary. Due to the
limited space available to the south of the parking Iot, we feel
that this alternative would be unfeasible.
The third and ProbablY the nost
desirable alternative wouLd be to raise the grade of the parking
-r 4-
lot such that the cuts in the slope are reduced. In this case,
we would anticipate that a considerable.amount of fill will be
placed on the northern portlon of tbe parking lot. Therefore,
the reconmendatlons provided previously concerning the northern
retaining wall nust be revlewed and nodified if necessary.
Reconnendations concerning the northern retaining wall were pro-
vided in a letter dated April 14, 1980. The anount of grade
change for the parking lot would be a function of slope
stability. Therefore, addltional computer analysis nust be
recomnended. Owing to tbe tlme constraints for this project,
further conputer analysis coul-d not be provided.
Should the latter alternative be
chosen, thereby requiring additional slope stability analysls,
please feel free to contact Lincoln-Devore to provide the addi-
tional required infornation.
The previous recornmendation con-
cerning concrete type would also apply to retalning walls placed
on this site. tn addltion, as mentioned previouslyr ir€ would
recommend that a drain be constructed behind all retaining walls
to intercept subsurface seepage, being discharged through a
series of weep holes. Drainage at the top of all retaining walls
must be such that water is intercepted and removed quickly fron
the area.
We hope this has provided you with
sufficient infornation at the present tine. Again, should addi-
tional information be desired, please feel free to contact
Lincoln-Devore at any tine.
-r)-
oO
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llii'1\$)11),j;
| ,) l;:i{' ',iA *"[+i'Eg
!f I:'!I I ii
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t.L-. '.
i.r-
)a .'
i:i' J,.^..!^-r\)',.\r r""K (, rr--.:l ',J','4 (
''1 '$ (i,\=--', .',, l, .( \,\ ., I \=' -"- . ----._,_ .- /' , ,l
1,. -- -=,,----r \')lt I r I ',"1.- -:- ,=--11 t' l*,i ',.
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\ r ; =.\*- ,-,-J -J ,,' 4' l'' ']' ..---- i \ ') J- -Z--:i.'' / ,---T1l'-r_-- ),\,tf .at:'/ /r-Tl-:
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dExEPet Otrc zOAA7lOrll ?lAACAi,
,rrEr?Re AOtvAA*rrAllll.na
tyE57 yera , 6oaA.
coLoRAoo: coLoiA00 9PRll{G3,
PUEELO I OLEtlwooo SPRll{03 ,
0RAt{0 ,ru1{0Tt0N, r{ol{TRo9E r
wYotll|o: R00K 9PRltlo9
LINCOLN
DEVO RE
ENOItIEER9.
OEOLOG I9T9
t
'4r'ffI <q:\=*:t.";.- \\. ').' /V>i--
i:i
\-
.- - ?- - -.8 t3o' ;ri4-,':2'./\\1/i " +'
n;*c-7
- -- -' ,.ir -.
- =-\ _,'-. t
- - r;=tE -t_1g -
.._/-' --' - -Et- ,-t -. -y -._ -i$, F F i
i. -r' ,./ ,- --
, / ,-:_:| -z- ./'?- ...' --
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t6rtlE.'!4t ?O'
7Et7 Ptr Z Oae 7Qil O/e 6ne /t,
e/E"Re 6O.YOA/AIY/0/.h/€,rEt7 ye/4 , 6ozo.
SNsBr
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coLoRAoo: 00LoRADO llPRll{Gs r
PUE8LO, GLEtlwooo 9PRll{09,
oRAil0 JUt{0Tlol{ , t{ol{TR03E,
wYoutilo: ROoK gPRlil03
LINCOLN
DEVORE
€NGlllEERS.0EoLo0tsTs
oEscRtPftol't
9/ta Stondord penefrofion driv€
Numbers indicote 9 blows to drivo
ihe spoon 12' into ground.
ST a- t/z'Shetby fhin woll somplo
tllq Noturol Moislure Cont€nl
llJl Weothered Moleriol
Free woler foble
7o Nolurol dry densify
T.B. - Dislurbed Bulk Somple
@ Soil type reloled lo somples
in reporf
rs' llJx I Top of formotion
OTesl Boring Locotion
EE Tast Pit Locotion
F+{ Seismic or Resislivity Slotion.
Linootion indicotes opprox.
length & origntotion of sprsod
( S = Seismic , R= Resistivity )
Stondord P6netrolion orives ore mod6
by driving o stondord t.+'splif spoon
sompler inlo fhe ground by dropping o
Ko lb. weight 3o'. ASTM test
des. D - r5e6.
Somples moy be bulk , sfondord splif
spoon ( both disturbed ) or a- /2" l. D.
thin woll ("undisturbed r') Shelby tube
somples. See log for type.
The boring logs show subsurfoce condiiions
ot lho dotos ond locoiions shown,ond it is
nol worront€d thol they ore represeniolive
of subsurfoce condilions ol other locotions
ond times.
CONGLOMERATE
SANDSTONE
SILTSTONE
SHALE
CLAYSTONE
COAL
LIMESTONE
DOLOMITE
MARLSTONE
GYPSUM
Olher Sedimenlory Rocks
GRANITIC ROCKS
DIORITIC ROCKS
GABBRO
RHYOLITE
ANDESITE
BASALT
TUFF A ASH FLOWS
BRECCIA I Olher Volconics
Olher lgneous Rocks
GNEISS
SCHIST
PHYLLITE
SLATE
METAOUARTZITE
MARBLE
HORNFELS
SERPENTINE
Other Melomorphic Rocks
SO]LS,DESCRIPTIONS'
lE@. ESCRtPnoN
-
ToPsoil
-
Mon-mode Fill
WelFgroded Grovel
Foorly-groded Grovel
Silfy Grovel
Cloyey Grovel
Well-groded Sond
Poorly-groded Sond
Silty Sond
Cloyey Sond
Low-plosticity Silf
Low-ploslicify Cloy
Lorv-olssticitv Orqonic
Silt ond Cloy
Higtrploslicity Silf
CH Higtrploslicity Cloy
OH High- plosticity
Orgonic Cloy
Pl Peof
GW,/GM well- groded Grovel,
Silty
GW/GC Well-groded Grovel,
C loYeY
GP/GM loorly-groded Grovel,
sr try
GPIGC Poorly-groded Grovel
Cloyey
GM/GC Silty Grovel,
C loyey
GC/GM CloYey Grovel,
Silty
S'lrV/SM leil - Iroded Sond,
sllry
5YY756 Well- groded Sond,
C loyey
SP/SM Poorly- groded Sond,
Silty
SrySC Poorly- groded Sond,
Cloyey
SM/SC Silty Sond, Cloyey
SC/SM Cloyey Sond, Silty
CL/ML Silty Cloy
xxx
xxx
-ilD:
EXPLANATION OF BOREHOLE LOGS
AND LOCATION DIAGRAMS
Tqlf HoLE No.
TOP ELEVATION
7P-f 7P-2 7?-3 7P-1
ioPso.a,tr,tQt.
7c?tor.,O2earrG6a/'rtz,
7o/.6otanatk.e
6l/irrL,
. r---.- tJolTtlEX
634/t,rartrc/?36tpl,
ALr/t Zlra.r.rol
a/w.-7at,
tclr7n ln rr77.
Roctcat ,cezn/tuc11 6/eWaL,,rodrrbrltz,tvottt7.7ojtta E AxtrlE
zo.?'
.(oF2EE
ra7e2
-.'N77.
vtTrxtnt:r;l/tF{,7olt,!fin72 ,PilS'I'trt 20e2
Ju/oEP74c6&t ,
t+tott7,zio.? '
.YoF2eE
peTEtQ
2attltE
7:O. '/ '
,yr7 loloezle,zo. //'
lo FlPtlt
raTcatV. F2tE
naTaa
t5 t5
zo 20
?5 25
30
Ftrllrjl!
30
35
z
40
-F
o.tdo
COLORADO! COLORAOO SPR]NO9,
PUEELO , OLEllllooD SPRlflGg ,
cRAr{o JUt{cT ro , ro}lTRosE,
wYofillto: RocK 3PR|l103
LINCOLN
DoVORE
EtIGIilE E RS.
oEoLoclSTs
'r€3T PrT
l
.f
Soil Sonrple
SUMAAARY SHTET
Test
Date
No.33tog et-tta6
Locotion
Boring lrfo *Ze:l-Dpplh s' 7rPrcnz
Sonple I{o.J Test by
Noturof Woter Contenf (wl /At X
Specific Grovity (Gs)In Place Density (r.) pcf
SIF/E ANALYSIS:
Sievc l.,lo.96 Possing
| |hn tAlt-.t
I
l02A 7Zt
10t@ 60.6
200 t?.e
FffDROMFTER ANALYSIS:
Groin size (mm)Vo
'2.4oa5ta.5
Plostic LiniI P.L- ?O.? %
Liquid Limit L. L- 21,? %
Pf osticify lndex P.l.-:l:12-1o
Shrinkogie Umit
Flow lndex
Shrinkoge Rotio
Volumetric Chonge-96
Lineol Shrinkoge 96
MOISTURE DENSITY: ASTM METHOD
Optimum Arbisture Content - wo q6
lvloximum Dry Density -zd-pcf
Colifornio Beoring Rotio (ov)----.9oSwell. / fro ys-Lo-?t"
Sw ell ogoi nst-!@lLpsf Wo goi n-!!.4"
BEARING:
Housel Penetrometer (ov)-/sao wt
Unconfined Compression (qu)-pf
Plote Beoring:pf
lnches Setilement
Consolidofion o/o under
PERMEABILITY:
psf
K (ot 20PC)
Void Rotio
Suffotes gaoo+ ppm.
SOIL ANALYSIS Ll NCOL N-DeVOR E TESTI NG LABORATORY
coLoRADO SPRINGS, COTORADO
LDV-0!)
jFRK4 Cernoas.
Cotorado Springs, Colorado 80907
(303) 632-3593
Home Olfice
High Sierra DevelopmentP. O. Box 1872Vail, CO 81657
Attn: BilI Wezwic
Re: Retaining wallSierra TraiI
Gentlenen:
April 14, 1980
Lincoln-Devoreof the soils in
construction.deposit of fine
densi ty.
To aid in designing the retaining wall- for this tocation, the
above values have been calculated. The slope to the rear of the
waLl varies from about 3.2:1 to 3.5:1, (horizontal to vertical)..,.'At this slope angJ.e, the native sands on the site would possesp
an equivalent fluid pressure of about 51 pcf ln the active sta€e.rn the passive condition, these sane soils wouLd Possess an
equivalent fluid pressure on the order of 176 pcf. Maximum toe
pressures must be limited to about 2300 psf. Assuming nass
concrete placed on tbe fine grainedTd-ndB| a friction angle of
about 17' would result. We vrould recommend that a draln be
constructed behind the wall to intercept subsurface seepage,
being discharged through a series of weep holes. Dralnage at the
top of the wall must be such that water is intercepted and
removed guickly fron the area.
We hope this has provided you with the information you require.
Shoul-d you have any questions or desire additional infornation'
please feel- free to contact Lincoln-Devore at any time.
Respectf ully submitted,
ll
-7LincolnDeVore
1OOO W€st Fillmor€ St.
personnel have exanined the nature and consistency
the vicinity of the above referenced
The foundation soils were found to consist of a
grained siLts and silty sands of low to moderate
LABORATORY, TNC.
nF.ignann, P. E.
cc: Johnson & Kunkel
LD-GIenwood Springs
P.O. Box 1427 |09 Ros.mont Raze
Glenwood Spr'ings, Colo 81601 MontrGo, qob 81401
(303) 94$6020 , (303) 24$7838
MrE/1ab
6@ E8$ Ah Sre6t
hr€blo. Colo 81001
(303) 54ell50
P.O. Box 188i1
Grand JLnctbn, Cob tl50t
(303) 242-SO8
P.O. Box 16.|{l
tuck Sp.imt. ltyo 0200l
(307) 3E2-4.9
17,/s4f
,r,ro,*E
PERMIT
oore August 28, - - 's80-aPPr-tcur rooness P 'U ' bOX 16l Z r .
"FEY1',-to-s*Jz6-
B'TLDTNG o,fon o,
EAGLE COUNTY, P. O. BOX 179
CoURTHOUSE, EAGTE CO. - pH. (303)328-6339
PERM IT TO
NUMBER OF
t]WELL ING UNITS
(CONTR'S LICENSEI
NO.(PROPOSEO U5E}(TYPE OF IMPROVEMENT)
5iJ+ii",(NO.) (STFEET)
BETWEEN ANO
(CROSS STREET){cn05s STiEET)
Vail Villaqe West Fjlinq 1 ?? 2L LorLor::-!--:-_ BLocK
-
s rzE
:
0-o
o
dl
ztg,
o
lr-
suBD tv ts toN
BUtLOtlrG ts FT. IN HEIGHT A}ID SHALL CONFORM IN CONSTRUCTION
TO TYPE
TO BE
-
FT. WIDE BY
-
FT. LONG BY
USE GROUP BASEM€NT WALLS OR FOUNOAT IOH
RE MAR KS !
{ fY PE)
O r. for parkinq area - Revegetate disturbed ground for erosion control
Plan Check -$87.50
175.00PERMIT ,hFEE D
AREA OR
VOLUME EsrrMA'ED cosr $ 25 000
(CUBIC/SQUARE FEET)
Reowlen High Sierra Devel opers
ooo^.". P-d- Boi BUlLolNG oEPr
(Affidovit on rcverre side of cpplicotion lo be completed by oulhorized ogcnt ol owner)
\
BUILDING PERMIT APPLI
o
CAT
1
roN
Juridiction
Applicant to complete numbered spaces only.
PLAN CHECK VALIDA
WHEN PROPERLY VALIDATED IN THIS SPACEI THIS IS YOUR PERMIT
PERMIT VALIOATIONcK. M.O. CASH
Pr--;,t* b?/t
!l g
9a<K+/+rt-,
vqt lrune w&r tl-ls:t rrrrcxto sxetvlFu{a- |hs, 23 a 14
z llet halfr4 la,{/ctu<:tgTL v+tL.- esa/
3 pr*r lalaPk-? ( e'.N6<;
arcH r-lEcr oi oEsr6NER
5 {(4 ;,;;;;+re.07/l
usc oF !ul Lolr{c
8 Ctas ot work: tr NEW ts{OOtrtOr D ALTERATI0N fl REPAIR t] MovE I REM0VE
9 Describe work:PAe^tr4/G urtlcL ft< l,Ccy'e qt??,
PE RM IT FEEPLAN CHECK FEEI I Valuation of wort: $ / f, jdO
Occupancy
Group
SPECIAL CONDITIONS:
Sire of Bld9.
(Total) sq. Ft.
Fire Sprinklers
Requireo [ys3 [N6o toR rssuanlcE 8YeLANs cxEclllr8& ,,.
ELI+f Coli.,ir OFFSTREET PARKING SPACES
Not FequiredNOTICE,
SEPARATE PERMITS ARE REOUIBEO FOR ELECTRICAL, PLUM8.
ING. HEAT|NG, VENTILATING OR AIR CONOITIONING.
THIS PERMIT. BECOMES NULL AND VOIO IF WORK OR CONSTEUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANOONED
FOR A PERIOD OF 120 OAYS AT ANY TIME AFTEFI WORK IS
COMMENCEO.I H€REBY CERTIFY THAT I HAVE REAO AND EXAMINEO THIS
APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT.ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNING THIS
TYPE OF WORK WILL AE COMPLIEO WITH WHETHER SPECIFIEO
H€REIN OR NOT. THE GRANTING OF A PERMIT OOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
ZONING
FI RE OEPT,
SOIL REPORT
OTHER (Sp6clfy)
Form 1o0.1 1.77
/"-'n* ?/"?/tu
fNsPEcroR v /
Z-u^u.r-couNrY
Q2.4o-
/4 ti9ttEngineer Department
P. O. Box 85O
EAGLE, COLORADO 81631
TELEPHON E 303/328-73t I
BOARD OF COUNTY
coMMrsstoNERs
Ext 241
ADMINISTRATION
Ext 241
ANIMAL SHELTER
949-4292
ASSESSOR
Ext 202
BU I LD ING IN
INSPECTION
Ext 226 or 229
CLERK &
RECOROER
Ext 2l 7
COUNTY
ATTORNEY
Exl 242
ENGINEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENS IO N
AGENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N ING
Exl 2?6 or 229
PURCHASING/
PE RSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
SHERIFF
Eag le Ext 2l I
Basall 927-3244
Gilman 82 7-5 7 51
SOCIAL sERVICE5
328.6328
TREASURER
Ext 201
0ctober 16, 1980
Board of County Conunissioners
Eagle County
P. 0. Box 850
Eagle, C0 81631
Subject: RetaLnlng WaJ-l on Sierra Trail
constructed by lligh Sierra Developers
Gentlemen:
I have Lnspected the subJect wa1l on tr'ro occasions,
once on October 6, L980, and once on October 15, 1980. On
the first Lnspeetion, the followlng connents were made and
a copy of these conments were glven to the developer:
l-) One (1) weep hole noted ln entire length of
wa11. (4 inch diameter holes at 5 feet on centers
1n two tiers rrere required to be constructed and
shown on the approved drawing. Water stains observed
issuing from existing hole. )
2) Rebar exposed ln face of wal-l- along with face of
block of wood.
3) Large crack, approximately U8 l-nch wide at top
of wall noted. Crack is vertlcal and about rnidway ln
wall length. Crack width is greater on exposed
face than on backfill face. (klater stains were
observed to issue from the crack about 2 feet from
the top of the wal-l. )
4) North end of wall needs work to obtain continuity
between concrete wal1 and adJacent slopes.
The foll-owing are the minimum required corrections for
the above-mentioned observations. The corrections were also
glven to developer. After the 1lsted correction, i.n
parentheses, 1s the reason behind each correction.
1) A11 weep holes must be constructed in wa1l. (When
r^rater ls allowed to accumulate behj.nd a structure,
the l-oad is greatly increased, sometimes beyond the -r;
design capacLty of the wall. The accumulatlon of
trater must be prevented. This is the reason a well-
draining materlal is specified to be installed
irmediately behind the wall and the reason for the
holes. The size of the weep holes rnust be large
enough to keep the well-draining material from
t
)
Board of County l*i""ion.."
October 16, 1980
Page 2
2)
plugglng the hoLes. That is why a 4-inch diarneter hole was
speclfled. Accurnul-atlon of water rnay also affect the overall
stabil-ity of the entire area as pointed out in the soils report
by Lincoln-DeVore. I believe the acctrnulation of unrelleved
fluld pressure contributed to the development of the fracture
observed in item 3 below.
Exposed rebar must be protected from exposure to weacher,
preferably with epoxy filLer rnaterlal. (Al-low'ing \tater to enter
conflned spaces or cone in contact rrith reinforclng stee1 and
air can be detrlmental- ln t\'to rtays. Flrst, if water enters
crevlces and/or dlscontinuitles, it may remain and be subject
to freezing and thaw'ing cycles which can cause rapid deterlora-
tion of the concrete. Second, free ltater greatly increases
the corrosion rate of reinforcing steel and a rust buildup
aror-rrd rebar will" cause the concrete to spal1 away from th-e
steel-. This concrete removal, if at a polnt or area ln a
structure wtrere the concrete was designed to be Load-carrying
can cause trouble. Allowing any rebar to become exposed ls
symptomatic of poor construction as ls honqycombing of the
concrete; but when such conditions exlst, the best thing that
can be done is attempt to keep \tater out. )
Large observed crack must be filLed or covered tdth a rtater-
impermeable material on alL surfaces. (Ihe large crack observed
was, I believe, the result of overloadlng of the wa11 during
or lnrmediately after backfill operations. Discussion w'ith
Les Douglas revealed that I'flooding" may have been used to obtaln
consolidation of the backflll roaterial. Since at the tlme there
nas no vay for excess rtater to move artay from the structure
quickly as there rrere no weep holes in the wa11 , this caused
a buildup of pressure that caused the rsa1l to crack about
midway in its length. Once the crack was formed, the fluid
trrressure was relieved by leakage of water from the crack.
Thls is evidenced by the waEer stalns on the wall in the
wiclnity of the crack. The w-idth of the crack on the exposed
face of the wal-l probably indicates yleldlng of the horizontaL
rebar adjacent to that face. This crack rrill probably act
as a hinge ln the wall, which might not necessarily have a
bad effecc on the stabil-ity of the rest of the wa11.)
Gap at north end of wal1 must be fil1ed with cribbing sinilar
in construction to timber cribbing shown on drawing suburitted
with road cut application. (Erosion of steep slope caused by
any r^rater movement frorn behind wall must be prevenled with some
t]?e of structure. )
A one (1) year bond guaranteeing structural soundness of wa11.
Bond equal to amount of $26,000. (The wa1l has experienced a
l-ocal failure lnnnediately upon completion of construction.
The wa1l was not constructed in accordance with approved
drawings and surface flaws suggest Poor construction. Review of
3)
4)
s)
3r:i":' rfl $;3'" sioners
Page 3
the soils report polnts out the marginal overall stabil"ity of
the area, even w'Lth a weLl--constructed retainlng system. Al-1
these itens seem to point out that lt might be prudent to require
some additional assurance from a developer that what he has
built wtl1 stand up at least a year. Springtlme w'tlL be
crltical. )
Re-lnspectlon on October 15 revealed the status of developerr s
efforts at correcting defects:
1) I,Ieep hol-es drill-ed in. 2-inch diameter, may plug up with material'
not 4-inch as per drawings.
Exposed rebar covered w'ith relatively har.d material.
Large crack nidway ln wall filled wi th hard uraterial. Crack
just about footer stll-l not filled. Hard material used for
fill-er has hairline cracks which appear to be directly over
crack in concrete. Could be shrinkage of filler material or
that concrete crack ls opening more wlth time.
Wood railroad ties in-place as cribbing.
I would suggest that if the Board sees fit not to requlre thls
struct.ure to be bonded, at least dont t accept the rta1l as a public
improvenent for a year. If failure of the wal1 does occur and it has
been accepted by Eagle County' then liabl-li-ty for darnages caused by
such a failure may be the Countyrs.
2)
3)
4)
Yours truly,
-Yl/bne Af*//
tlIe\ton E. Atwell
Eagle County Engineer
MEA/ncm
xc: Tom Boni-, Assistant Planning Dlreclor, Eagle County
Beth Whittier, Eagle Cornty Attorney
Les Douglas, Eagle County Buildlng Inspector
Wlllian J. Post, Esq., AtEorney
High Sierra Developers
,;.
BurLDrNGDrvrsroN -l rNsegcf,o-u FrEolJEsri.f;i8lffil/ I --ffi,,;;;
j.- ..
't,' tt /ople lo'4 - ?0 ToBNAME "J't (' , ' ' J
nME REcElvEs TIl6Rln cALLER
E oinen n penrrnu LOCATION
READY FOR INSPECTION
WED THUR
fl or sapp Rov E D REINSPECTAPP ROV E D
f] uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
F'tXi: :"r'Jll#:tfi 1ffi#J='',i,t'J 3 |,, o *Q *'
Review Routing Form (
(. tt-tr)
Date Referred
PrimaryRouting ( ) Rerouting
lrt \//u-fu'fr
Plannirrg Commission File No.
Official within 6 working daYs
Permit No.
Location
Review and return to the County Buildi'ng
Reviewed Date:6,P lanning: Complies with:
Subdivision Regul ations
Zoning Regulations
No
HI
n
Yesnntr
F
Site Pl an (Landscaping)
Commerrts:
County Engineer: Roads
Grading
. Drainage
Comments:
Recommend Approval :
tr
Dn
n
trtrn
X
County Health: Water
Sanitation
Perc. test
Comments:
Recommerrd Approval :
n
Dntr
trnnn
Final Inspection: C/O
Recommend Approval
Comments:
nn
Firral I nspect ion: Landscapi
Recommend Approval
Commerrts:
ngnn
C/O lssued
Final Filing Date
by Date
BUILDING DIVlSION
P-. O. BOI 179
PHONE: 328-6339
fr
DATE
COMMENTS:
fo'h{'- tZ
JOB NAME
AM PM CALLER
READY FOR INSPECTION
WED THUR
hKffirilt.LOCATION
$r, *ou.o E orsappRovED
^ | - ,;)nt /Z:2ctA6)
REINSPECT
/b
BUILDING DIVISION
F. O. BOk 179
PHONE: 328-6339
INsPEtr{}ff'FIEOUEslT
DATE JOB NAME
EAGLE COUNTY
TIME FECEIVED
E ornen
MON
COMMENTS:
I penrrnu LOCATION
E orsapp RovED E nerNsPEcr ,.7fi nneRovED
fifueoru rHE FoLLowrNG coRRECTToNS:
con'(ecrrorus /.,4y', t ^4 ^
EAGLE COUNTY
oor, 4 *1-?o
J'BNAME
TIME RECEIVED- AM PM
E pnnrrnu
READY FOR INSPECTION
,J //a.u^
TION
-
^f/'ur&./) I
MON
COMMENTS:
W{pp RovED E orsappRovED E nrrNSPEcr
E upol,r rHE FoLLowrNG coRRECTToNS:
CORRECTlONS
-a.'as;$.E?7-46rt{a.,''r
f,urrorruc DrvrsroN' D.o. eox€oe l'lf
PHONE: 328-7311
INSP,l FIEOUES'T
EAGLE
Ji (. 't
rfME REcErvEs TI/4@n cALLER
E orxen E pnnnnu LOCATION
READY FOR INSPECTION
WED THUR
FGPPRovED E orsappRovED
' -
E'uroN THE FoLLowrNG coRRECTToNS: ,---.-='
COHRECTIONS
REINSPECT
JIL
..
.RTW
(,t)n s @ 5'0,L.
tt
t e@ a" o.c''cur
€v€RV oTSeROAA
@ 6r-0' AbouE Foofttk
NorE-TAPER aorH 5rD€5 ecu{Lt{ ,
tt6 e6.O,t,.
d-a"
c 1A L" a.C. - EEND
EUERy TIIAD BAR
!7@ 6'o'c.
6EI.ID
li ,t
1
t.t
Ir - ,
,
7t Qq"o,c'
PLi\N- FOOTINA STELL
t'. h'
f\IT5.