HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 1 LOT 45 LEGALO WtXttnl" hrsf I
'/o*(dDesign Review Board
ACTIOil FOR]II
Departaent of Community Develogment
75 South Frontage Road. Vail, Colordo 81657
tef: 970.,f79.2139 faxz 970.479.2452
web: nrw.vai lgov.com
Project ilame: ARNOLD RES.TREE REMOVAL
Prciect Descrtption:
Pardcipants:
OWNER ARNOLD, STEVEN K.
PO BOX 753
ARUNGTON
TX 76004.
APPUCANT ARNOLD, STEVEN K,
PrcJectAddress:
Legal Description:
Parcel Number:
Comments:
DRBilumber: DRB060436
FINAL APPROVAL TO REMOVE 6 PINE BEATLE DEAD PINE TREES
09lLsl2w6
lulodon By:
S€cond By:
Vote:
Conditions:
0911s12006
PO BOX 753
ARUNGTON
TX 7600+
1827 AI.PINE DR VAIL Location: 1827 ALPINE DR
loe 45 Blodc Subdivlsion: VAIL VILLAGE WEST FIL 1
2103-123-0701-5
See Condiuons
BOARD/StrAFF ACTTOI{
Action: SIAFFAPR
DaE of Apprcval: 10/18/2006
Cond: 8
(P|-AN): No ctanges to these plans may be made without the written consent of Town of
Vail staff and/or the approprlate rwiear committee(s).
Cond: 0
(P|-AN): DRB approval does not oonstihJte a permit for building. Please consult with
Town of Vail Bullding personnel prior to onstructlon activities.
C.ond: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
of final apprcrral, unless a bullding permit is issued and construction is commenced
and is dlligently pursued toward completion.
Wanen Campbell DRB Fee Pald: S20.0OPlanner:
o
A pplication for Design Review
M inor Exterior AlteraGns
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
te| 970.479 -2128 fax: 97 O.479.2452
web: www.vailgor.om
General Information:
All projects requiring design review must receive approval prior to submitting a building permit applicaUon. Please
refer to the submittal requirements for the partiarlar approval that is requested. An application for Design Rsriew
cannot be accepted until all required informaton 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 lapsee unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:'at C €4
PhysicalAddress: ,/AZ7 ;'o ?
Location of the Proposalz tnt: 4 {ebck:- SuMivision:
Parcel No.r
Name(s) of Owner(s):
Mail[ng Address:/ a. Bo,, ?5 3
v,
/vw
-F
oIwn
Co. Assessor at 970-328-8540 for parcel no.)
/z
Owner(s) Signature(s):
Phone: ?^ 2"5_g/a/
r'/\-'-'-,
Name of Applicant:lrauz z4a.'toz >
Mailing Address:
t.!tA7O,U
E-mail Address:
Type of Review and Fee:
tr Signs
0 Concepfual Review
D New Constructiontr Addition
Minor Alteration
(multi-family/commercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separauon Request
$6s0
$300
$250
$50 Plus $1.00 per square foot of total sign area.
No Fee
+3
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 addibons & interior conversions).
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window addiUons, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Rsriew Board.
No Fee
o
tr
tr
PROPOSED I.ANDSCAPING
Botanical Name Common Name OuantitY Size
PROPOSED TREES
AND SHRUBS
DssrrNGrREES /aol A".o /r^,
ro BE REMovED --T / ua* 4.r
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal'
Tvpe Square Footaqe
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please speciff other landscape features (i.e. retaining walls, fences, swimming pools, etc')
F:\dev\FoRMS\PERMm\Pbnning\drb-mlnor-alt-11-23-2005.doc Page 7 of 13
LLl23|2OOS
NSZ., rfrrvmeRovAt&vERrFrcArron -ImttlffUtrv
This form serves to verify that the proposed improvements will not impact any o<isting or proposed utility services, and also to
verify seMce availability and location for nevv construction and should be used in conjunction with preparing your utility plan and
scheduling installauons, A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities
for approval and verification.
Authorized Sionature Comments Date
QWEST
970.513.7189 (tel)
970344.0257(fax)
970.687.0722 (cell)
Contacts: Steve Waters
s-waters(oowest.com
EXCEL HIGH PRESSURE GAS
970.262.4076 (tel)
970.468.1401 (fax)
Contact: Rich Sisneros
HOLY CROSS ELECTRIC
970.947.sa25 (tel)
970.945.4081 (fax)
Contact: Jeff Vroom
rvlarnqryfrrD
EXCEL ENERGY
970.262.4038 (fax)
Contacts:
Kit Bogart 97 0.262.4024
Katherine Bogert
EAGLE RIVER WATER &
SANITATIOI{ DISTRICT
970.475.7480 (teD
970.476.4089 (fax)
Contact: Fred Haslee
fhaslee@erwsd.oro
COMCAST CABLE
970.468.2669 ext. 1100 (tel)
970.468.2672 (fax)
Contact: Bnd Dorcas
bradelv dorcas@cable.comcast.com
NOTES:
1, If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly
on the form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concems with the proposed construction, the utility representative shall note directly on the utility
verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the
Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve
identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of
Public Works at the Town of Vail. Utilitv locations must be obtained before diooino in any public right-of-way or easement
within the Town of Vail. A buildino permit is not a Public Wav oermit and must be obtained seoaratelv.
The Developer is required and agrees to submit any revised drawings to the utilities for r+approval & re-verification if the
submitted plans are altered in any way after the authorized signature date (unless othenarise specifically noted within the comment
area of this form).
Develope/s Signature
F: \cdev\FORJ'lS\PERMm\Plannin g\drb_mi nor_alt_1 1 -23-2005.doc
r112317005
Date
Page 8 of 13
TPWN OF VAIT.
OESIGN REVIEW
STAFF APPROVAL
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TOWN OF VAIL
DESIGN REVIE#
STAFF APPROVAI-
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RECOilMEND^TIONS
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,O?/LE/97 07:53 PAI 970t?i{001
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FRITZLEN PIERCE la oozp--2
'1.
Quetions? Cdl ths Strnolrg SbfFrt tlr92l2t
. . .APPLICATIONTOR I}DSIGN R.EIrIEW APPROYAL
B.
c-
D.
D
E
P.
' bulldiog permieir bncil rnd cttlrtncdoa ts tbnsd.
DESCRIPTIONOFTHEIEQUEST: M,rr.r Ar-==p r-.+ra.rt€r. :rz.. FF+ra:trrrt i' .
- ,-, tr s, r--t9 F.a <rr.r.c.t g- :,- u-rrr- rr harDB$lct
LOCATIONOFPROPOSAL' I{T. ? I
PI{YSICALADDRES$; F.jt- .1,, +,-.*\..,r _. .. . _ - .-
t!-q c" ryIs otf,cc r.t7{F32q{d4o orq*g rp-,ri .;:
i
NAME oF Otvr{ER(s}:
MATLING
Ar+-Ztt - kJ4
owrrrEn G) SIGI\rr,tuRE($):
N lr{8 oF TPPLICA,IIT
MAILINC
EI{d/NE;- A?{,, - L34=., .c'. TYPEOF&E1'IgWA}TDEEB
... ,. E NrrGotrfrucdm-filoll..- EI4ddl6ou- .. . tse-.
. ..\./--.{Ufo*Afr...td- ,31i
PLEASE' SUBMIT rlrs dDt!'rCAatO[ ALL SUAMITTAL BEQUTREMENTS AT\D TgE eEBnO rTIt. DEpA"RrnbhfTorc@ioffiiiiorymcroArr,
1. :, .-!... ,: . : YAtr C0IIlFAItgtl6S?.
07llils1 11:50 TXlnX N0.9173 P.002
..,,.,
A. DESCRIPTION OF THE REQUEST: M
Qucstions? Coilbto,lning Staff at 479-2128
r*wfrmy , APPLICATIoN FoR DESTGN REvrEw AppRovAL -. .' .
' ',,ji,..:::
,.
v
. ,,. ir: .;i.i;-i.i .,
.GENERALINFORMATION.',I .:,.t.,i .:r,.i_:ij:,:: .
This application is for any project requiring Dcsign Rcview approval. Any project requiring dcsigrr..ui.* n uri
t i .r.111'*.'*i"'t t
reccivc Dcsign Rcvicw approval prior to submitting for a bu'iiding pernrit. ror.spccini infonuation, sce the submittal i,.i., ,.'
'requircnrcnts for thc particular approval that is rcquested. The appiication cannot bc acccpted until all thc."quir"J--'
infornration is submifted. The projcct nray also need to be reviewld by.thc Town Council and,/or thc ntanriinj anaEnvirounrcntal Commission' Design Revicw Board approval cxpires one year aftcr final approval unleis a . :l
building pcrmit is issued and construction is startcd. : ' ::; . I ;'
B.
c.
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D,
D.
PARCEL #:
ZONINC:
NAME OF OWNER(S):
MAILINGADDRESS:
LOCATIONOFPROPOSAL: LOT: 45 BLOCK:--.,,AO, @}
PHYSICAL ADDRESS:
fc:ll*:l l?el. Co. Asscssors oftlce at 970-3211-8640 for.parcet {), ,,,.,, ,, .,
PHONE: At+ - ZLI - k)AC.,
G,
E.
F.
OWNER(S) SIGNATURE(S):
NAME OF APPLICANT:
MAILINC ADDRESS:
DRB does not vote on conceDfual reviews.
BUILDING MATERIALS:
Roof
Siding
Othcr Wall Materials
Fascia
,
SofTits
Windows
WindowTrim
Doors
Door Trim
Hand or Dcck Rails
Flucs
Flashings
Chimneys
Trash Enclosures
Greenhouses
RctainingWalls
E:rtarioil"ightingf
Other
LIST OF PROPOSED MA'TERIALS
TYPE OF MATERIAL:
-f7Kar-1r.rr.1q1.16. frE;4O 5YAY
r '- aT'
YH€
CQ,['Q&:*
3A.,r.J?E
XJr-t.re-t 6wnea.ll/'
- - ttHr-7}r^|'|^D|rlt(rgDhD-OH 1E-c,.\i_
* Please speci$ the manufacturer's color, number and attach a small color chip
r* AIl ortcior lighting mrst mest tho Town's Liehting Ordinance I 8.54.050(J). If exterior lighting is proposed,
please indicate the numb€r of fixtrcs and locations on a eeparate lighting plan. Identi$ each fixtur€ tne and provide
the height above grade, lumens output, luminous area. and attach a cut sheet of the lighting fixtures.
Iuly 14,1997
Arnold Residence
Minor Alterations to Approved Plans
Sheet A30l
I - East Elevation - No handrails on lower ramp, drop less than 30"
- Additional vents required for exhaust (actual vents smaller)
2 - South Elevation - Roof line ends at ridge and window raised.
Sheet 4302
3 - North Elevation - L2 window changed to slider
- H2 Windows - awning eliminated due to floor height
- Utility chase added to Column Line B required for access
Sheet Al01
Landscaping - Addition of landscape steps for Holl' Cross access to electrical panel
{)l,tnrrirrqa,\r(llle(:t(|r(:alntoriors
l650Easf Vail Vallev Drivc Fallridgc (,1 r Vail, CO tll{)57 . ipb.rrchr@vail.ncr r i.1x {970) 476-.t901 . (97O) 4764342
ARCHITECTS
6[st WOI +11 z+et-
Tann dVa,ri
/-) t,(b"r ru ta th, D*w) op"t^onT
arftt . Dni,r,c Efut,r)a/a . frtep
re t /rwfaf Vig,&_, a&ugf ln@fary&ry
fur44 ;Ttuu BTinar P.PP - U 476 6j4r2
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1lfa,t^J lao'rq
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Fs tT,^ urrtL rt ft+ifro"l *!-"t aA^ ;{
r\nT a,uuapl4hl" : fl't-ow,h3t"n T'rft
FAXED
A/e"pr1
\
Clu-t6 LAA.L.._
IJIST OF MATERIALS
NAME OF PROJECT:
LEGAL DESCRTPTTON: l,ot_1!5 BLOCK suBDrvlsroN vAru t/l_lrqaq dgsr 51p, 1STREET ADDRESS: l6zj AuprrttE
The following informaEion is
Review Board before a final
A. BUIIJDING MATERIALS:
reguired
approval
TYPE OF
f or suL,rni L LaI
can be (i i.ven:
!,IATERI}.IJ
t.o t.he 'Des ign
N*:,, /7pr.6iv\ ylL.
J19uerlnorur4 Corr u: ce"Arror..l-ra}l Der r.rzz. -+ DE-atxtta
COLOR l4*:etryq
Sidinq
Oulrlptz
a-tG -
ne
Other Wa'I I
Fascia
Materials
Soffits
wind6ws
window Tri.m
Doors
Door Trim
FIues
FI a shi ngs
Chimneys
Trash Enclosures
Greenhouses
ReLaining waIIs
Ext.erior Lightinq
O Lher
LANDSCAPING: Name of
l,.la0P
klaoP
tN bftQ*66
tAoop ffiTrriry
MDo gD e 5'rc^- :"\lRd lb $A'fz4+ eaoF
Ntfrrg
rnoof,rD.:oo
^lfttr,i4isa*N oa t 63
tti+
Ef\)<'<,<>
Des igner :
Phone:
1!1i11 rtL 1 1,:'.
HDo bD,
Iland or Deck RaiIs -Pu-t*gy.-t-'>
Tb HAT| lt A0l,
RI EKIA
HqW To
tign Review Action Fln
TOWN OF VAIL
Category Number
Project Name:
Building Name:
*.zb] '
Owner. Address and Phone:"'-'Ie,(' /:\t,",l,I
L/ ) (.. ("7,t 2
ArchitecV0ontact, Address and Phone:
, il
Legal Description: Lot -'
;2 Block .-'' Subdivision Zone District P /S
ProjectStreetAddress: I l'/ 7
Comments:
Board/. Staff Actio_n_-,
Motion by:
Seconded by:
! Approval
fl Disapproval
fu Statf Approval
Conditions: /tt i,
Town Planner
Date:DRB Fee Pre-paid
rE.trol l/,lt.rrl
DE9ISIT
a
vtrE,
' DATE RECBIVED:
DATE OF DR8 MIIEEING:tt+ttltttr
.rtfttaarr
E!.l]lrlir:JstslrBlB$llgs !
L'EijCl(.t t.lTON:(A /rt|,*l/4f '5r7'-4!,+tQ'
O
REVTRH tiOerru lDt'ltCIrTIOt{ . rQt"lr OF cor4nrDo
a l|lueLH crd irctun0s legat
on r scpa[aLB shssL arlc altrch
t{,
F.Ar''FLrrll|N! I
Addrcrs i
c.NAnr,: or.' ArrLrcrrlT's tlE?IilsEr{Tar''4t /q4vu/p4iw,
uairlns |/idrenr: /.leSA E-t/*t y'Kf= &?-Q_fttga#+-4-/az _c+ $GD\w* !76 4a3f,2
H. !u\!nE O! O!{NER (S) , -dnrt . "4,t ntrzJ) ,,
--
oMvrR (.fI lloya:IgEEi
MBirinq Adlilrrts : -.'lhat|-t tuf 4470-_
/t pPT,TceF?ofts wtI'L M)t BE .PXOCtggED flr,rlloaP ontll?R ' 5 crcMttuRl
cu[qlomlnLun Approvf,]. i f nFp'1 l.cablc '
DRB !ru: ItRn f AAn, ilu lilluwrl abov€, are fo be palill F. Lhc
LirnE gt sulrhi Lt aL of r.hn DRB appliu*LieA. L.l'r, whFn
ipll,vinu for a tsuirdiag Ffimit:, plcacc idcnLitv Lhe -rccurate;iiuillor ui ulre propoiei. 'rtre t'om of vail will *djusL-bhe
til-iceoraiig r.o ihe- eablu berslt.' Lo cnaurc rh' earrech fce
ir DEid.
FF! PtIDr ,l - --,=C[!Cf, ll
FEE SCHEDULU:
VAIJSATIONS 0 - fi lu.uuo
$to.oo1 -f 50,000I 50,0n1 - $ 150,000lllu,u0l t 5o0,ooo
$500.001 'st'uu0.oooS ovc! $1, 000,000
Df,lro$ nEvIErf BorArtrt ArPRovnL E?(FII,ES
IIFf,OVI.T. UILISS I IUII,DTITO PtsXIdIT I9
fg g,rAnTFIl.
DTTE:
IBE
+ 20.00t 50.00
$lUU, UU
+r00.00
{ra00.00
f,500 ' oo
OKE YE"AR APEEB FINA!
ltt5UEtt llrD r$fEgEEECEtfl{
EY:-
rtr{i}nri^r*-r'*-.2'\--''r "\--l's\
l-Hir,u, AlLeraLlon (lru'oo)j-Cotruca Lu.l Rsv ielf ( lo )
r,fzr'lAl. DESCRIFTIQN: t'ov
-fr
-- Drock
rhrhdtvl5loD {'rl/L--r'/zt4kf,.,,il/.-T F/W
7oNII{C !
NAIT J U h'
MaiI inq
llow Conttructi.on ($200.00'
AdUiEioD. (ijij,00)
ADDRESS :
I! Froperly it desctlttcd bY
degr:;ription. Plaa!c FTrtvi dn
bu Lhic application.
r00 E tDu8ld ![nzrl8.r r00t0tl0l6 rru r! ilI 90r8r,'3r
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DEC-I:B
O
1€l -96 l.I E Il ?P. EI 1o,=/r/re
@ ?a'tt"rc /y'"r*'olo
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Frzo-jre"a flr.ot/
12/78/90 17;50 FAI
r!!,|'.a.tLTfta
070{?04901
;
REVIE}I BOARD
FRITZTEN PIERCE lil oor
DESTON APPIJICAEION - TOIIN OF VAII', COITORADO
DATE RECEIVED:
DATE OF DRB MEETING:
*tfftt**1lt
TNCOUPIJ,EITE APP',Tc;NEZON9 AAT. NOT EE SCASD{IT,ED FOR.I.j8IfI,Efr.trtftit*tr
FROJECT INFORI'OTIOII:
(8,&an/(/ ,e/*re&t&
-JNew
Conseruselon ($200.00t -X-runor Alt,eraE,lon (g20.00)
-Addttlon
(S50,00) ' coaeepbual neview (001
c.
D.
N)DRESS:827 ALPllJkt
LEGAIJ DESCRI
Subdlvlslon
If properry ig degcribed, by a moeLs and bounds legaldeacrlpllon, please provide 6D a geparate sbeec and BEEachro chig applicacion.
zoNrNG: ftJo Fetrzr, '.woerr ftdt1, ,o*
Nl,l.,lE OF APPLICAMT
Malllnq Address:
E.
F.
NA!dE OF
t4ai,1lnt
APDLICA}IT' S I{EPR.ESEMJ\TIVE I
Address I
DESCRIPTION:
G.
trl lt'.tA
'Phone
It.
ualllng Address:
I.
J.
condomlnlum Approval. lt applicable.
DllB FEE: DRB foes, as shown above, are to be pald aE Lho
iimo of submlt,tal of the DRB applicaeion. t'raLer, when
ip-;fving-6;-; UuirOins perrnicl please ltlentlfy the accurabe
valuatio$ or cfre-piopoiai. rtti bown of ValI wlll acljugt-the
iie-iceoidlnE to -Utro- trabte bolow,, Uo etrBure tlre correcb fee
is palcl.
FEE SCHEDUIIE:
VAIJUATIONs o - $ 1"0,000
$ 10,001 - + 50,000
$50,001 -$ 150,000
f150,001 - 0 500,000
$5oo,oo1 - sl,0o0,oooI over $1,000,000
DESICIN REVIBTI BOAAD AFPROVIIJ EXPIRES
rDDnovlt uftlEgs t BurtDrlto PErul$ rg
Ig 88IREED.
FEE
$ 20.00
$ 50.00
$100. o0
$200.00
$400 ,00
ssoo.00
ONE YEAR IFtrER FINAIJ
rgsItED .il{D coNsI$Uefrolt
APPLrCArroNg ,filJl, I\lor 8B PRoe8g,g8D tl|ltilow onnt8n'g SxcMlrDnS
FritzlenP ierceBriner
I /7@16312 ' Fat: (970) 176-1901
Dec lE, 1996
Dominic Mauriello
Co mmwzi tY DcvcloPmcnt, TOV
Rp.: Arnold Vail Rnitlence Building Relocation
Dominic,
eiiira * a copy of the DRts qplicationJor the Minor .1lteration to Approved FIw ,'- The
mitpr alterattoii"ng tt u plpoiedrelocuion of the proposed b-uildingfourteenfeet (14'-0')
directly west. The only *toei6"cled, to my Imowledge, is the drivewry access mtd the utllities'
on the north stde of tha luutY' ara al'to movcd fourlecllfcct'
I haye.faxed fhrs form conurrently n Sterz- Arnol4 the owner, ditectly, and hwe requested he
fu hii' signed c;py tu you. I wiII iee thst the twenfl doltw (S20.gU lee is to you soon. This
thould not hinder this minor approval.
I,m also encloslng a
"opy
o\i" turvey stake plm. Those dot't with drcles ottwtdthem in'dicate
the sta?,ts st the site, should yoavtsil he sfte'
If lry chance dny quesliotts o, "onrr^, arise in ihe next tvo week plearc speak with BilI Pterce
i, i* ogce. The- contractor ls Boles Custom Builders, John Boles @ 926-3202'
Tlurtks again for your paticTac and assistance on rhis prnier:t. Have a great vaction ard
holiday!
SlncerelY,
Dale Smtth
Architect
ro0 D
L:r9604V)OC1TOVl2I 8A-WPD
acugld NinzJIu,{T00t9/.t018 xYg It:lI 96/81/Zl
FritzlenPierceBriner
1650 E. Yail Valley Drive, Suite C-1 o Vail, Co.81657. (970) 476-6342 o Fax: (970) 476-4901
Dec 18, 1996
Dominic Mauriello
Community Development, TOV
Re: Arnold Vail Residence Building Relocation
Dominic,
Attached are plans indicating the proposed house relocation we spoke about earlier today. One
plan indicates the current, previously TOV approved location, the other plan reflects the new
proposed location.
The original plan submined tu the TOV reflected a smaller building. The plan was basically one
bay (column grid) wide and three bays long. For various reasons the building was enlarged to
four boys wide. This additional bry was added to the east side of the building, and in doing so
the driveway also moyed one bry to the east.
ll/hqt we are proposing is to move the building the distance of one bay, fourteenfeet, to the west
due to the heavy vegetation on the east side of this lot. This would move the driveway back to its
original location.
Other planning and zoning concerns such as height, setbacl$, etc., should not be afficted. The
building ridge line is parallel to the grading, and we are proposing to move the building in the
direction of the contours, thus not afecting the height. The building would still be well within the
setback limits.
As you are aware, the permit issuance and consequent construction has been held up due to
recently discovered TOV ordinances. The true impact on the existing trees and vegetation wqs
not accurately btow until we had the opportunity to accurately locate the building on the site.
This was not possible until the other issues were clarified and approved by the TOV.
I'd like to have this proposal approve at this time. If any issues do arise from the relocation, I'm
sure we can address them soon. Ifyou have any questions or comments please call. Thanks!
Sincerely,
L:\9604\DOC\TOV I 2 I 8.WPD
DE c- 9-96 1'lClH
L2/05/gg 09:gg FAX "'t1'=FRrrzr.Efi PTERCE
I
qA o02
Geologlo Hazsrd Fevlew
't*-&trl.t P.-/
glot-eglqE
Thc underslgnsd hagtave r€ad the &oq,, Ha:ard Feport, dated
t9&r prepared by
l/W€ under8tand froll the conoluslons that th6 proposed bullding is looated in a , _t/aUal +a 5 hailrd zone, and *'erb g he potenitat hazardat r4E/4wM' 's''W
reaohing the proposed house, oauslng darnage. we are prepaed lo accept these tacts and
request thE Town ol Vall Bulldlng D€partment grent us a perrgit.
/D
I
) es,
)
The foregolng instrument wa8 acknowledged before me thts
-
day of
| 9-, by known to me to b0 ths
porson whose namo is subscrlbed to the foragotng lnluument and acknowledged to me that
he executed tha same fff tho purposes and consldsration thereh sxprgssed.
sTArE oF W+W )
OOUNTY OF flA{E*.AJT \8,
Th-e lqreOqins instrument before me uis QW day orD'AAWWZ;known to mB to b€ tho P€fson
who6c n'ame fs subscrlbed io ttre toregong lnstrument and acknowledg mg thal hE
execuled th6 sams for the purposes and coneideration ti?r6ln
STATE OF COLORADO
@UNTY OF
My commisslon expirss:
P-g2
*Eva,,t
(Namo, O*ne0
clrqrn i[rr{
FILE COPY 1
_!.
75 South Frowage Roa.d
Vail Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
July 15, 1996
Department of Community Development
Tom Briner
Fritzlen Pierce Briner
1650 East Vail Valley Drive
Vail, CO 81657
RE: The approval for thc Amold residence, located at 1827 Alpine Drive/l'ot 45, Vail
Village West Filiog #1.
Dear Tom:
The proposed Amold residence has received DRB approva | (6tlglg6)and staff approval per DRB
condition (7115196). Please notc that an ILC will be required after the foundation is poured to
verifu elevations for building height in accordance with the Town's survey policy. The plan
submitted is very close to the 33'height limit. Please monitor the conshuction of this residence to
ensure that no portion of the roof (ridges or other areas) exceed the 33' height limitation.
You may now apply for a building permit.
Thank you for yourpatience in the process.
Ifyou have any questions, please call me at4'19-2148.
AICP
Sinberely,
n ?,1\
hJ-A. N s^.{"
Dominic F. Mauriello,
Town Planner
{S *""ro"oruu
ArnolA Qo-
Single namiLy
DAIE: zf Elqb (,blnlq.6 oesapr-,/^t\
IEGAIT DESCRIPTION: .Lot -f nfoct<
?L-^.., Po,;,;,<.
ZONE CHECK
. FOR
Residence, Duplex, primary/Secondary
ZONE DISTRXCTS
ADDRESS:
OWNER S*c.rc- Arni tl
ARCI{ITECT \ o.rc
ZONE DiSTRICT
PROPOSED USE
PHONE
PI{ONE
ProDosed
tl, tug
ToEal
z3'
1+35,|5+ O i,?aTf.
r,or srzE tl, <qZ * BUTT,DABTJE rJor AR'A tl, fugb
neight
rocal cnra {- SSO+
AlLowed
(30) @
Exis binq
o
Primary GRFA
secondary GRE'A
SeEbacks PronL
Sides
Rear
siEe coverage
Landscaping
Retaining WaJ.l lleights
earking
Garage Credit
Drive:
20' e t' (*'"7a tE')
15' )s '/ 145'
15'
(rs%) t?4i f o
,,.n1 AJ&A o lgogb
Lu-to,t 3, / 6, _r_
X neqra 2 -..[ancr
@ (600) (soo) (1200) 235fl
PermicLed slope 8 x Proposed slope G'(z
Complies with T.O.v. LiqhLing Ordinance Yes V No
--waLer coursc setback (30) (50) P/h
Do Finish crades.Exceed 2:1 (sQt) . yES...._ NO--X-
Environmenual/I'Iazards: 1) Flood Plain pl ft'N),llain q( fr.
)
IZ') Percenu sloPe 1< > 3O+) 94
3) Geologfc tlazardsur(Jqfu flcl4(ll.r. \rD
a) -Snotu nvalanche trl4b) RockfalL A)/A:
c) qebris FLow.
Previous condiLions of approval (check properLy f ire) ; Po^e-
t! <t
'.
F .|Ar''-
I vv,'iFffiD
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Connnunity Development
June 25, 1996
Tom Briner
Fritzlen Pierce Briner
1650 East Vail Valley Drive
Vail, CO 81657
RE:
Dear Tom:
The proposed Amold residencc, located at 1827 Alpine Drive/Lot 45, Vail Village
West Filing #1.
I have reviewed the reviscd plans for the Arnold residence. located at 1827 Alpine Drive/Lot 45,
Vail Village West Filing #1. The following commcnts need to be addrcssed prior to approving
these plans:
L Tbe building height exceeds the height limit of 33'. The spot elevations you have shown
on the building elevations do not reflect the lowest ofeither the existing or finishcd grade.
The code requires that the height be measured from either the existing grade or the
finished grade, whichever is most restrictivc. This was corrected on a previous set of
plans.
2. Your application must includc a lighting plan for the proposcd site, Please provide a
revised lighting plan showing all proposed exterior fixtures. Each fixture shall be detailed
to show conformance with the Toun of Vail Lighting Ordinance. This site is limited to a
total of 1l fixtures.
Provide a complete site plan showing the limits of site disturbance, a construction fence to
prevent encroachment on tbc area not bcing disturbed, tbe legal description ofthe
property, the plan title, legend, etc.
Provide a landscape plan or show landscaping on the site plan.
3.
4.
{p *'n"uo "'u,*
SVqq!r*-'-
ilerse provide one complete set ofplans for approval'
these plans subject to a completc review by staff'
Ifyou have any questions, please call meat479'2148'
The DRB issued a conditional approval of
Dominic F. Mauriello. AICP
Town Planner
Project Application
Date
Project Description:
Owner. Address and Phone:
\7 6-
'tf l - 7 Ll- 6c+o
Architect, Address and Phone:
Legal Description: Lol 115 Block Filing l/Ywp(I H I
Com ments:
Design Review Board
o^," 6ft?/fa
Motion by: H ,;r. {-
Seconded oy, A lYrrr
.<,il) Ct{-o)\---DISAPPROVAL
Z-.,^e Lv.eck,
Su mmary:
E Statt Approval
(P r;CC'.oc',,,<O
F&HD
FILEMPY
75 South Frontage Road
Vail. Colorado 81657
970-479-213V479-2139
FAX970-479-2452
June5.l996
Department of Community Development
1
Bill Pierce
FriElen Pierce Briner
1650 EastVail Valley Drive
Vail, CO 81657
RE: The proposed Araold residence, located at 1827 Alpine Drive/Lot 45, Vail Village
West Filing #1.
DearBill:
I have reviewed the Design Review Board (DRB) application you submitted for a final review of
the Amold residence, located at 1827 Alpine DriveiLot 45, Vail Village West Filing #1. The
following comments need to be addressed prior to placing this item on the DRB agenda:
l. The building heighL as shown in the building elevatious you provided, exceed the height
lirnit of 33'. The overages measure ll2' to I I /2' over the 33' building height restiction.
Please provide proposed elevations along existing grade beneath the stuchre on l0'
intenals, starting at the north side of the stucture and also provide the corresponding
elevations on the roof. Please show these corresponding elevations on the building
footprint of the site plan.
2. The Zoning Code resticts finished grades at a slope no greater than 50%. Tbere are
several areas on the site plan that exceed 50% slope. Specifically, the southwest comer of
the building and finished grades adjacent to the proposed bridge or driveway.
3. Show drainage around structure.
4. Show finished gndelo/o slope of driveway.
5. Your application must include a lighting plan forthe proposed site. Please provide a
lighting plan showing all proposed exterior fixtures. Each fixture shall be detailed to show
conformance with the Town of Vail Lighting Ordinance. This site is limited to a total of
I I fixtures.
{g**o
OF lA"
f,.flfit conceptual review of these plans by the DRB, the DRB instucted the applicant
6Iia"o,ot" detail on the architectural feature over the garage. Please provide a detail
ofthis feature.
7. You must submit firish color samples for all of the finishes on the building' If there are
certain areas that get different color treatnents, please revise the building elevations io
indicate what areas will get which teatnent'
8. Since this site has grades in excess of30% beneath the proposed stucture, you are
required to providJmore detailed information prior to obtaining a building pemrit' As
part ofyourbuilding pennit application, you must submit:
a. A soil and foundation investigation, prepared by and bearing the seal ofa
registered professional engineer'
b. Fouudations must be designated and bear the seal ofa registered
Professional engineer'
c. All structures must be designed by a licensed architect'
This item has been tentatively scheduled for the June 19, 1996 Design Review Board meeting'
Please revise and resubmit the plans for review no later than Jun{g 1996'
If you have auy questions, please call me at 479-2148'
Sincerely,
MtUilL
Dominic F. Mauriello, AICP
Town Planner
DFlWjr
c o -rno?ry Develop ment Plan noutitro.-
Routed To:Greg Hall, Public__Wg$s
REC'D MAY t996
Retum To:Dominic F. Mauriello, Cormunity Development
Date Routed:s/24/96
Retum By:
ll
5/29/96
Project Name:Amold - new single family
Project Address:1827 Alpine Drive
Project Legal:Lot 45, Vvwest #l
Project Description:Newhome withbridge
Previous comments attached
Approved X Denied (cite detailed reasons) Approved with conditions
f lunacte crround frv Ywvse.
Ya.rrdnue,,^rcr,l lt45 \rlt4rtwrtlkE lWSrWlobo s.tytUrtfA-Ttoto5tuly{d,, ace.
att l0'lo'^ahefirqv,rd. lofe'lzlc V)y raq'tred. nodfrrcu$J UtfieyCeeA lToie
dno<,urr\ 16 of ll .fub ,, * ttr Tow t"r,+fr. abr.rrnsrr 66A2- seEpt6^. lleor,^rrrt ba
;r€iJ tr.r:r.r drroo tt qoo r,anrdyt <t+ lt-4"/o .
Tsn u.
cn-rrility Devctopmcnt plan nout* "or#'
^' '' - " ii96'
Routcd To:Grcg Hall, Public Works
Terri Martinez, Public Works
To<ld Oppenheimer, public Works
Mikc McGcc. Firc
Rcturn To:RA NDY STOUD[/?, Cornmunity Dcvclopmcnt
Date Routcd:
4/10/96 DRT Mccting
Project Namc:Arnnld Rcs
1827 Alpine Drivc
Prqicct l-egal:l,ot 45 Vail Villagc Wcst
Project Description:Ncw singlc family residcncc
___Approved __ X_Denied (cite dctailed reasons)Approved with conditions
9a.r.- 1'tYO qrAdJnq e{APdS Z:\ I 6ee r}tao
< Y\cfN t\o 'J 4 \tg. agalftr v.tr\ be, vra.-.'d\ eJ.
(ran u\s..r(e \)he\Yle.r \r:o grcpo-<f) <ar.xr \oof_ !r0 \., po!si\1\c. -Ii Nc s \\)b ovr e.xts\s
a.p-\^ U , Yo(,-urtl need to Acacs rt\f r$AJn a El0bour al(
g!!t5 . i\eo.f, co-rtcxj tng !o .( \o\J \du(] .xtrhe/f {oJr St!-r() c\!
'En
\-, t4yr',rg-r-
{1q-zrvq
l)atc rcccivcd:
Datc rcvicwcd:
\
Comm Development Plan Rou
o
ting Form
o
unity
Greg Hall, Public Works
Terri Martinez, Public Works
Mike McGee, Fire Department
RANDY STOUDER, Community Development
3113196
3/20196 DRT Meeting
Project Name:
Lot 45, Vail Village West #l
New Single Family Residence
U[0D MAR I 31e9f'
Project Description:
Approved -XDenied (cite detailed reasons) Approved with conditions
-l t€r€ \6 A ne..,\-l (ln'Jfru&(,i z: :1!t{ !aN\((, ,\'\cr:r t r\ 1i-€, er.r. ri\iv\\i be\.}:'(lih
p6+' Co r\ f4\cl !revv.l6 {(r !
\r\ A\t-a^ L\f {-\(::
lcf.r 4l <trr<l
tt orxl cann"t hra c^:t {,r.rn.-r e,"ddrvrcn<-Q 44€fj:Ip-eg1---?:
:*r \r,-ri .,(\(\i l-c\Y -rt .i\!J3( uJ\\\ \:: C. x.rf Vdef\
t\r,.n ._( C..rl r-fi\\s
Qgt;de, tl.c l.ul! on Dr-t
Prx,t\c drar.lqc zl\n,.r' , f ra','l ,t o
ule u( cnrw \L ds vi1i5 )t(e?
x 7".t' 'nan
r! 'i1&urn (l U)'4 i$n,Lo ?Ju;3Ct^ lcl:4qrcrrrl i - ?l,,r1(.i '*'/ "l+Vry! ] l!1'd-!1.':LL:I
\lei a\ 1ruocUr l^frAl
lvurlt.r ldi lq4.r; 1g-,(-\^tLf
Date received:
f:\everyone\domvouform
DAT8 RECEIVED:DAtE OI'DRB MEETING!
Mr\lT
DEECRIPTION:
B.TYPE OF REVIEW:
\./ (?A@ otA€cr- + O624>n New consLructionAdditioq ($50.0D)
D.
ADDRESS:
ZONTNG:
NAME OFMail ing
/\PPLTCANT:
Address:
(S20O.0Ol Minor AtteraeioD ($20.O0)
-._Coaceptua1
Review (90)
j"lrBJ<f__
LEGAL DESCRTPTfON: LoE 4Ou.gl.JfaJ.r rJ.trJU.t(l1,'l'-L(JAI: IjOE -|: B3_CCk __-s ub iI i v i s i on _ v6 I f- _V_luLeaEl&E-Fjg r p a -U olT--- v.a I F _V_.1-L:LA6 €__lnL_E!{.+.j=l.r-_l r'{!i_ U o . | _*
I_f properby rs describe.d by a meeLs and bounds lega]-descriptiorr-, - pl€jase providL ot: a separate stleeU and atbachLo Lhis applicaLion.
Phone {:D-..4-hl-:
I-t .NA-|,IE qF OI'INER(S) : gTOvg__Ae
APPLICANT.S REPRESENTATIVE:Address:e@ 1L,35
Ma i L i:19 Address :
APPr,rcAT.roNs wrLIJ NaT EE PRocgssEjD wrrHour oltllER.,s srci?ATETR'E
I . COndonriniurq Appro',ral if appllcabl-e -
J. DRE !'EE: DRB tces, a6 shown above,\ are Lo be paid at EheLime of submiLtal of Ehe DRt applepation. I.,ar.er, whenapplying far a buildinE permtc, please idenrity ghe accurarevaluar,ion of Lhe proposal_ tbe bown ot Vai,t r^'ill adjusb, Elrefee according co the table below, co ensure Lhe corrLct feois pald.
FEE PAI!: { -_ . cHFcK _et_*__DAT_E: _.. .*..- jJi_
FEE SCHEDULE:
VALUATlON
|P v I r|..,rlruu$ r0. 0o1 s s0,000$ s0,001 - $ 150,000
$1so.001 . $ 500,000$500.001 $1.000.000$ over $L, 000,000
DESIGN REVIEW BOAX.D AFPROVAI., EIIPIRES ONE YEAR AE:T]EN PINEI.
APPROI'}TJ UNIJESS .l' EUXLDTNG PER.ldrT trS TSSUTD A$ID COI\ISrRTJC1FIONIS STARTED.
NAME OFMailing 6l
rLD
+\ 3'J. \Ju
$ s0.00
$100 - c0
$200.00
$4 00.00
$500 , 00
I
Fani
o
Single Iy Residence, Duplex,
ZONE DISTRICTS
Primary/ Secondary
DATE:
LEGAIJ DESCRIPTTON:I'.oj 35 Block _ SubdivisionADDRESS:2
OWNER .3 PHONE
PHONEARCHITECT
PROPOSED USE
I,OT SIZE O,
*txlt"t_€ ffirr,r,r*
?t 5 tzes^
HeighE.
ToLal GRFA
Primary GRFA
Secondary GRFA
Se t,backs
Si Le Coverage
Landscaping
Retaining WaII
Park j,ng
carage CrediI
Drive:
5in:'Q."\hj
I
I Encl
No
Nol___
2l PercenL slope 1a ., 36a1 ) k7o _
3) Geologic Hazardsa) Snow Avalancheb) Rockfall
-
c) DebrisFrffi
4) Wetlands
Does Ehis i:eqi.iesL- irrvuive a 250 Ad<jition? NOHow much of .he alrowed zso eaailio"-iJ""""aft=is resuesrr N/&
Previous conditions of approval. (check property fite):
LE Lor anna ll,gt34
TotaI
s3t-o
2065 +
+
HeighEs
View Corrldor EncroachmenL: yes
Proposed
I33-o,rrr1"
1110,O
15/t<
L5
-e*ll1D.o tt4o,c
3'/6'
L neqrd
(300) (600) (900) (1200) 36a
YES
PermiLted slope % proposed slope l,?St
ck (30) (s0)
Envi ronmen t.a1l zards: 1) Flood plain
Complies wit.h T.O.. Lighring Ordinance Yes
WaLer Course Se
Do Finish Grade Exceed 2:1 (50t)
10
PLAN' *r"t",,
PROPOSED TiiEES
A}ID SHRUBS
oCommo.r NameBotanicaL Name ouantitv S:=e*
. rr llO Z'-ZWer+,
Tvpe Square Footaqe
rglrjlve ains:fs, ry 9So fi
Tb zbr,tsmukmur..l
l.lmrr 1116\
N/a
D.
LANDSCAPE LIGHTING: If exLerior Iiqhting is proposed, pleaseshow t.he number of fixLures and rocatiois o"-u-!.pu..c.light.ing plan. IdenLi f y each i:.*c,rru f rom the tiqhcing planin che space berow and provide tne-tteiqh;"'u;;;"^ii"u", rype ofliqht proposed. lumen ouEpur, ruminous-ur." i"J i-cut. sheeL oft.he light fixr.ure. (seccibn 18.54.050 J)
OTHER LANDSCAPE FEATURES (recaining walls, fences, swimmingpoors , eEc. ) please- specif y. rnaicat.e neiqhi;-oi' ,"cui.rirrqwarrs' Maximum heiqhr of wirr"--w:-trrin Lhe front seL.back is3" Maximum height.-oe warLs-erserhere ""-cn"-piop"rt,y is 6, .
,-F€o",r geff RAc(_
4!4sqei4dt4e., Hfi{,5Nd^'€eRF1 l\ s da_ 7;4
*Indicate caliper for deciduous trees.
trees.Indicat.e height for coniferoust* *Indicat,e sizE of proposed shrubs.5 qallon.
GROUND, COVERS
soD
SEED
TYPE
OF IRRTGATION
TYPE OR METHOD OF
EROSION CONTROL
The following information is
Review Board before a final
A. BUIIJDING I{ATERIAL,S :
re'quired for submitLal
approval can be given:
ITPE OF MATERIAI,
Lo Ehe Design
COLOR
Roof
Siding
Other wal1 MaLerials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
lland or Deck kails
Flues
rlashings
Chimneys
Trash Enclosures
Greenhouses
Ret.aining wal1s
Exterior Light.ing
Other
ltzgrz"run+u f*a Llrop *:f€N Ag\.53
nooguJarOO N4n/3/t!
A:rlr'\J
uJhr rfts;
ry
llEfRt- -:rnuornrb SeRrn nd.#n> ZvLGfEt
N4D6A 6ra'so Nfi\.44!
F9o gD e,3pe- (*,no TD t44ft^+ ce(_
.r INlA
8l!c't-c>rdtrr€i
Designer:
Phone:
II4ETR\- TA
ETA L ntl4 7a(-
Tb HATI r+ A0l,
LANDSCAPING: Name of
AR,.OLD RESIDEN'E
1827 ALPINE DRIVE
VAIL, COLORADO
LOT .15, VAL VILLAGE WEST lS. I
ExT€RtoR C*aES.
\t7tq (,?attrucs Crz.)
katla^,U liloop€
Htt176;
hlt^twArs
ffiaE - p4@ cl$
t-- 3ta'<aa
L4 #A&FA
Xb uRfi4a
@/$.tt' M{u€.
F rtLzle nP ie rc e B rine r :t';;ff '
ABcHrrEcruRE pLANNTNG rNrERrons lllillffI
=*i5
"l ur- 5t Dlal6 ( f*+scrc "f..)flooRUroe0 # Ogt =S
Nn ututL. affi.lk)F
AEP.StNN'7tN6 C*€f -
,'"-'-7
BEGA
Fxt4e 6 gttoe€
Alo ftrt'lo.
A€ADL.D 9gs1c6*oct-
.?:;'A
: i-=qil
Becessed luminaires with white
safety glass diffusers.
Suitable for wet locations.
Color: Black
2179P Opening: 11' x 33/.' x 3'
2188P Opening 143/a" x 43/e" x 3'
2189P Opening 181/i x 43/a' x 3'
Lamp Lumen A
2179P Location Light 4lD 2 gWPL 1200 11th 4tA 3./4
2188P Location Lrght (EE 2 13WPL 1720 15//e St/a 31t/$
2189P Location Light G@ 2 18WPLC 2500 193/t St/g 315/s
Lamp Lumen A
2079P Location Light (lD 2 9W PL 1200 1'l.h 43/a 33A
2082P Location Light 4EE 2 13WPL 17?O 15t/e 51/s 315/rc
Flecessed luminaires with die
cast aluminum louvers and white
safety glass dilfusers. Suitable for
wet locations.
Color: Black
2079P Opening: 1 I' x 3%' x 3"
2082P Opening: 143/a'' x 43/e" x 3'
2083P Opening: 181/a' x 43/a' x 3'
2083P Location Light €lD 2 18WPLC 2500 193/a 51/a 315/rc
Low brighhess apertuG downlightrs
provide etlective illuminalkm with lhe
use of R and PAR lamDs. Available with
specular Alzak multidier reflectors ir,
clear, gold or black. Reflector pror/ides
4s'visual cutoff to lamp.
F.atur€a. Integral thermal protedor
Die cast aluminum socket cap rnain-
taim proper lamp foqls . Die casl alu-
minum mounlirE framg accommodal€s
up to 1 yr'thic* c€iling mat€rials . Uni-
versal rnounling brackets allow use of
Tz" EMTmnduit,lahing channels or
bar hangers lor installaiion . Damp
loc.ation listed, iunction box listed for
lhrough branch cirqJit wiring
Acc€3sori.3 TRM€-P White metal
lrim dng, TRM€-MB Black metaltim
ring, TRF€ Bimlessrim ring, HSA€
Slope Adapter, ASA 600P Slope
Adapler
Optlon3 3601C, 4601C Sefflange
reflec'tor, clear, 3601G, 460l G Sef
llange refleclor, gold, 3601 B, 46018
Sef ,lange reflec'tor, Uack
lor more detailed specifications,
-dease rBlerlo h€ Halo Tedtni€l
Incandescent
Recessed
d'Aperture
R.PIRtamp
Downlight
tr
FG
45. r
21.6
12.6
4.3
!r.np TSWRInFL
tr3aooc sc1.0
OL. Ord€oluol
at50%ol FCFL Distance lo St/rlc.
Frcm FixttxD
aC Spadngcit€ria
D||.
4.O
11.0
12,a
Ft.
4.5
8.5
10.5
12.5
t4.5
am,
2.5
2.9
4.1
5.r
J X'$^o resdu\x€
+€ctag ft{\rPe
A**'w a\fi'pr{.
H7620T.36@8
50w R)0,75W R30F?F6ilMF-
3600c
,r600c
?cctca.rdo/lpacl|ltFC lr.80 3.270 3.160 3.750 r.0,10 4.530 5.220 6.4
md.
2.8
3.2
3.6
4,0
4.6
5.6
Go.r. ol llthl
L||np |50WR4OSPtaasola sco.,l
Dl.. CirclaolLighr
ol50%ol FC
?t. Ostencs to Surlac€
Froan Flrlurt
tC Spadtgcrh€rie
Cqro ot|.laNrtIOl.. FGr.6 278.8
3.0 7813.7 5124.4 36.15.1 26.9
FcctG.ndlaiatrclneFC l!.80 3.670 3.9ffi 1.250 4.6
l|{) 5.130 5.9N 7.2
ati.
3.2
3.4
4.O
4.5
52
6.3
Ft.
4.5
40.5
12.5
14.5
|liad.
3.3
3.6
3.9
4.2
1.7
6.7
Low briJhlness dofl nliglrt pro\rides
etl€ctivo illumination with use ol R, ER
and PAR lamps. Optical black deep alu-
minum Cdlex bafffe povides 45" visual
cutoff to lamp.
Fertuoa. Intsgral th€rmal polector
provides tmt€ction against ovedamp
ing and misuse ot insulation materials
. Di€ cast aluminum sockel cap main-
tains prcp€r lamp positbn. Die casl
aluminum mour ing framE ac@mmG
dsbs up to 1 i/fl t ck c€ilirE matErials .
UniveFal rno/nting brackels allow use
of 7u' EMT conduit, lafiing channels or
bar hangec for installation. Damp
location lisbd, iunclion box listed for
thrcugh brancfi circuit wiring
Acc...od.. TRMSP White metal
fim rirE, TRM+MB Black metal tim
ring, TRR€ Rinloss lrim ring, HSA-6
Slope Adaptsr
For mo€ dddled spedficalions,
ple6e Gforb th€ Halo T€cfinical
Binder (Volume l), S€clion 1 A.
R.PARLmp
Downlight
Ht7rot4650BA
ogovlrPAR S, I a)w ER |(), 1 50W R40.
t50wPAR 8
Halo Ugtrting 27
Irl\,
s
C\c
rp
.t' 6i(
fiau5
odetf,
oltnn Review Action Ffrt
TOWN OF VAIL
Category nu^o"&Date f r
Project Name:
Building Name:
oescription: 4/4/ ffr
Address and Phone:
t /l
Legal Description: Lot f > Block_Subdivision f / zoneoistrict
Project Street Address:(
'-/a?aoor1t
at -fe/'r't
! ffi('Ptfl(/ Board / Staff
,[*htoly'2ipr.s.,?^i#Tffim
DRB Fee Pre-paid
3'"
cn*-tty Developmcnt Plan RouttQ ,otr.,
Routed To:Greg Hall, Public Works
Terri Martinez, Public Works
Todd Oppenheimer, Public Works
Mikc McGee. Fire
Rctum To:RA ND Y STOUDBR, Community l)evclopment
Date Routed:4/2196
Retum By:4110196 DRT Mecting
ProjectName:AtnoklRcs
Project Addrcss:1827 Alpine Drivc
Project Lcgal:Lol 45 Vail Villagc Wcst
Project Description:New single family residcnce
/ Approved - - -Denied
(cite detailed reasons)
-a Z ?. 7//aa::- / J "'
Rcvicvrcd b
Approved with conditions
I)atc rcccivccl t 4- Z, 7
f:\evervonevlomV(|| (forfi t
:24r-c'-g--lJate rcvicwe dt 2/ -?'7
I *.*o
Development Plan Routing Form
o
unityComm
Approved
Routed To:Greg Hall, Public Works
Terri Martinez, Public Works
Rehrrn To:MNDY STOUDER, Community Dwelopment
Date Routed:3t13t96
Return By:3120196 DRT Meeting
Project Name:Amold Residence
Projeot Address:1827 Alpine Dr
Project Legal:Lot 45, Vail Village West #l
Project Description:New Single Family Residence
ied (cite detailed reasons) Approved with conditions
5 I -.r/ O /o /0",<- 7 ;{ ,-.i- 4e/ ;5-<-4 za-
s'/Grz7-'
Date receivedt -"-"3 -f6/
Reviewed 6y1 -ft e1'=a,.
oer
oR5
FtitzlenPierceBrin
ARCHITECTURC PI.ANNING INTERI
DRAWING OR SCHEDIJLE /
Itzj atr, bD,
7"€Fa?tn^p ?%LET A/ VC' Fevax-
2l' lllfla Ista FHil7w
lAtAlr.aLI ru zrturUrg 17ar*rYP rv74g23)
Uooa TFtt1'
vloa? gptqd
ol Yd' +11pld11uJa- 117'
TffichL JAt"1 3 ,r{ LXb t.lAl-L
3u- l'-atl
PROJECT ISSUE REVISION DRG. NO.
ASltOf-r" ftt@,t E 5.ZD.q6 ACa
posT oFFrcE Box 57 1000 LToNSR|DGE LooP vA[ coLoRADo 8r658 303 4765342 FAX 30]476 4901
.r.( r r.rlr(i nr
FlitzlenPiereBrlner
ARCHITECTURE PI.ANNING IiITTRIORS
DRAT{ING OR SCHEDI'LE
'r:4.f*-. r*..
x?/Att
t/fpl
#.E*
ANC.
PROJECT ISSUE REVISION DRC. NO.
T-R. Aft grru6 ro-.Att-
POST OFFICE 80X 57 r 000 L|ON5R|DGE LOOP VA|L COLORADO 81658 303 476 6342 FAX 303 476 4901
.ir(tftrtttil< 0|r rnrari.{r(r rl*r
FlitzlenPierceBriner
ARCHITECTURE PI.ANNING INTERIORS
DRAWING OR SCITEDI'LE
FevAV<--'--jY" H*xv Tattl
:_-LIJil.@hl f* *r+wuLe
L?P4HTp r)tnor)
,'pryrrep TAn e WE, flULLA6 e€RAteeO
2" a\t T?lf1 rN]"JTV.7
??Cr{T A/
Iwpf3_ ?eF _qA)afl)#v
r..-L/"" afr P'-t'--66ee
r;A,-..D ?url(+ vJ tHl
'-r-rr-T:uv vqt? tJ/ f
.i.-A*a-r*-.
n'.lhv stLl-
rcEFaflt4vv
'/2" FEvbL
,/zt' a.(r ap,---t
frrlr*.v HVAiv 5lw (SHAAFI W nog FlUr-L)
3r>lt-at
PROJECT ISSUE REVISION DRG. NO.
w ftawrl'E.5.?t-16 Pe5l
POST OFFICE BOX 57 1000 LTONSRTDG! LOOP VA|L COLORADo E1658 303 476 5342 FAX 303 476 4901
D'rrrmtnr{r(I rh{r
:
i,
|-i.|/f^v-
H.\teV
UitrzP Atat&a* VCt l\aqXtslg
2->o f/31l1r],, w FULL
E'D{1. tFJ€ttJtrAflaF{
7,4F
4+lE)P
4Nte4F-.
w t',0'.*
F-* t{3/"Jutala*)
t/z't z1? aP
Pt&rFr r,8slrs RSVISION DRG. NO.
Iw, Ar*O ?6rUL
POSTOFHCE BOX 57 1000 LIONSR|DGE LOOP VATLCOLORADO 81658 3034766342 FAX3034764901
rl(t rltlrf!i( 0|A r*,tlrtli ttt(a trriti
FrtzlenPierceBriter
ARCHITECTURE PLANNING INTERIORS
LETTER OF TRANSMITTAL
DArE: 4'3'76.
rcsNo. ?6d+
p, Fwqz &tMi
ATTN:
ATTACHED PLEASEFIND:
PROGRESS PRINTS SPECIFICATIONS
SHOP DRAWINGSPLANS
X-
REMARKS:
_FORYOLIRUSE
-
RETI.JRNED AFTER REVIEW
\.,- oTtfjP. 777?2. relW
ITEMNO. NO. OF COPIES DESCRIPTION
TIfi ITEMS LISTED ABOVE ARE:
FOR REVIEW AND COMMENT
AS REQUESTED
OTI{ER
sv, Ktc€ fpa&E
COPIES TO:
C :\WPWN60\TEMPLATATRAN.W?T
FALLRIDGE C-r VArL COLORADO 8t657 9704?64342 FA]{970476490[
n'ict t$ta&{ Drc Dta ntr,trN 6Erca |rtm
1650 EAST VAIL VALLEY DRIVE
r.tAF:-
COMMITMENT FOR TITLE INST'RANCE TSSUBD BY
STE WART TITLEGUARANTY COMPANY
STE1WART TITLE GUARANTY COMPANY, A Texas Corporation, herein celled the Conpany, for
valuable consideration, hereby commits to issue its poticy or policies of title insuraace, as identifbil in
Sctrcdule A, in favor of rhe proposed llsured named in Schedule A, as owncr or mortgegee of the estareor interest covered hereby in the land described or r€ferred to in Schedule A, uporr payrrent of ttre
Premiums and charges therefor; all subject to the provisions of Schedulcs A and B and m lhe Conditione
and Sripulations hereof .
This Commitnrent shall be eff€ctive only when the identity of ttre proposed Insured and thc amount of
the poltcy or policies commined for havc boen insertcd ia Schcdule A hereof by the Company, ei&a
at tte timc of t!'e issrnce of thii Comimcr or by rubeoquent c-ndon-€eefl-
This Commiment is preliminary to the issuancc of srrch poticy or policies of title insuranc€ end dl
liabiffty and obligations hereunder shall ccase and terminatc six months aftcr the effective dae hereof
or whcn thc policy or policies committcd for shall issue, whichever fiirst occurs, providcd that the
failure to issuc guch polrcy or policics is noc ahe fault of ttc Cornpany.
Signed under seal for the Company, but this Commitment shall not be valid or binding until it bearg an
auttorized Countersignature.
IN WITNESS WHEREOF, St€wart Title Guaranty Company has causcd its corporatc name and seal to
bc herqrnto affixed by its duly authorized officers on the darc shown in Schodule A.
STEWART TITLE
GUARANTYCOMPANY
Chaihnan of the
P-€ta
SCHEDAI.E A
'Order
Mtmber: gsotztt.o
I. Effective date: .ltotzerbc! 2I, IggS aC Z,45 A.rtt.
a ,l-t: --03/15/96 l1:21
\
STBXTART TTTIA OF EAGLB COUNTY, TNC.
TXIRX N0.3362 P.001
rut.Ly ctr ro,acleg to oe tssll4:
(a) A.L.T-A. Owtzer't (sEaBTT
Proposd Insured:
A?|'EUEE EEII'OED
Arrroant of Insurance
il?s,oao-oo
(b) A.L.T.A. Laan
Proposed Insured:
(c) t*asehoU
Propaned Insard:
'rtlJrporXc'd
AdAraaa:
7827 ir.PrNZ DA
UEIJ CO 81657
Order Nwber: 95o721ao
( sc.tdtrd )
NE9T,
'TLflTG'
II'O. 7.
xbc rQ..ordc'A E leg
t
t
3. Ihc estatc or interest in the land deseribed or refend to in this &n ndtment and covcrd herein ls
fec atqrlc
4 nile b the Ecc c:lmp]e estate or intercst ln said land is at the $ectlve date hereof vestd in.'
FABSSI,ER @cBg AFIFEE]9CEE:ANA, A o.tl'EEA'. P,,EIENI',JR,g'$P
5. The land refcned to in this &wnionent is descibed as follows:
SEE ATTACEED IJK,AI' DBS'c'RT PTZON
STAIEMENT OF CIURGES
Thae clnrga are due and pay&le bcfore a
Policy can be issued.
PRffitff ruldjrrlder
OnNEngs
T,'t Ct8;f t
SCEEDI]LB A
LEGALDESCNPNON
t}.a,.6€t. It E acAelod No.
i24s. oo
10.oo
I
tplr a5,
UAItr WI;Lffi
l.ccotdt!E co
98185.
03/15/96 LL:,2r TXlRX N0.3362 P.001
. '":,W:,'"ff"T^"" I
TI9 coD&'IExEfE vAs PREPAR:@ ox rK,y. 3o' 7995. FoE QI,asTIoNs
PLe sE cAr'r' TRODT TtrATARESE AT (970)949'7017'
coptea tot
S6a!'€/'a ,EaoLd
sorr8.Ea:p P?oPe.tEtca. ao'Jla rattlla
Do:rj' B.Lley' E Ut.t' aEleh. FEasPeoD/uL Raal 86trte
Rarrlz Rosa
SCHEDWE B
Section I
Order Number: 9 s o72 a.l o
REQUIREMENTS
Ihefollowtng are the requiremcns to be complied wlth:
kem (a) Prymmt to ar for tlrc account of ttte grantors or rwrrtgagors of the full consideration for the esmte or
' lnterest to be iwuled,
Itan (b) Proper instrutrunt(s) creating the eEtate or interest to be iwurcd nust bc secated and fuIy filed for. record, to wit:
I. Ey:Letc'']ca ',aCt.t.a6oLat Xo gtqnase gJgl. dur.rr.o ty eo'',tteay ot payma.c oc a7l
_ :"':."'* -'::.:^"_:'"-::-:-:_'-"::'-:-*--: :: ::,::":":::::"):."'.
03/15/96 11:21 TXlRx N0.3362 P.001 I
Z-
, .'::::'::::::'* t r t e a {'.t t ty rr e,"a ee s or / r.div !.do"r(-ar. ro r asd i t s
:rGcura to thc ofiflcc.
4. E?:IdA'|cC a.c''stacEozy to 5t(!7/er| TTe].e Giuara c'' co'lP','t? cbac thc fe,T csgeEc
{,i.| efcr tax assescJd by tlte lov! ot vrtl be3 bQct r,'r!d. or tbat tha crrasacttoa
t8 c*.€j,;rE tra& 'a:t d ttx'
5- Rcfeare oc Noel;cG oc r,fg,n tor gt,at,c la'j€ll s'gal''tE Scet b.A c- A'''.old, flzed by
sxataofeo:.jo'.:adol:FJ arc'|rJ';cocR,eweave'l'Ac/',..nouatoEsl,917.3..reco'lded
,luly 23t 7993 lz E|c,.,f dZl ae Ptg' 666 as ng.cep'cloa 'Io' 570742'
oa lgrrrDlrlcE
S.Et'.a.ctoty Eo Stey/'fE fiel' 6u'rt'1 Ctr c@P!'y t'reg
gEc,'3.Ea.A4to7d'aauedabowcl.nocoaca'dt,aegem€llr-rgoz!'stcve,'A'rao|d'
:!z shosa aa.ac t'trc of,?!,en' PoUcy la xo be test''ed'
6. D(!cd E':e r|acegl:e'. CMBTI Otil;ar1cb9/a'lg' . Ge'!ata! Pa'th'.€.''.h,P w€'scl']g fea slapla
/El'te lz gc,ao'ena7P Pror,e't'i"'s ' Ztc" t Co.tattdo g'orltotrt.lo': '
,t0:rltt t;ror|'i'.':1x OF tEfi lrlrlG'Ai
^DDB:Esg
Og TEA 6?'l.l|'|f,Blt ff/ItgT ArPEAr O8 ?IIE DEED AA
PgE7976AliE!'DtdErr5|c'sTATu'Eaol'RBcloRD.f,t'goFDElplgcBs38-35-709(2t.
!tort.' tc lt !}oeed ela g i'bt zbovc ded ba'. beea c
'tz'c,'.d
'
7.Daadf':@solasrl.ll,P-olt€l'icl.ett c'ttcg.'.or.adosortto$clo's'lra'iet':gte'
zluglc tlcle lt gc€v.a ,'z,old'
lfirirB;
"c)lrrtr,xoy
oi rw elcr.D ettDaEgg orr tHE ceA.ilzlB riCtslr
^DPEA&'
oE tEA DW tE
PEE 79?6 A'EgI'D',Eo|r t m 9TATCTTE ort iaconDtltc oF ',EaDg CR|E 38-35'709 (2)'
03/15/96 11:21 TXIRX N0.3362 P.00r I
-^:^-::-=. FFrr "=te F-EA
SCHEDALE B
Section I
. Order Number: 95o72't'ao
REQUIREMENre
' The fotlowiny are the requirements to be complied with:
. Item (a) p^ymerx to or for the account of the grantors or mortgagors of the fult cottslderdion for the esnte or
irrtercst to be irLsured-
Item @) proper instnunent(s) creating the esute or i&eresc to be insured must be aeaaed and &tty filed for
- record. to wit:
l. Evldc,rlcc sacJ,r,f.ctoty to Ste'iart TlE7e Cue'a!XY Cod/E aBy of PztaezC oE a17
out,rcand.lDE !a,.xcr ard agE€.ssll€,'tt as ccri-!f,icd bYr 'ta.c Eagle ColiEy l:rcaaur€r'
2- B>.ccjtrlljlol of aflldawle a8 to Debca a'rd I'le!,c aad ltt lccltci co gEevart Tlzlc
cuE'-alaer CoaPanlr -
3- .E cccutlou oe c;eg1Ll'fic,.Ce - tuCl,Cy T'rr.sf cior,/':!.diwl.du',l Tr.aalaroz e,cd lCB
-ratura to ctrc otElcc.
4. BytAallce B.Eltt'lecozT to ge€fl.EE fiula 6tr.ta'r Ay C@t tzy CIt. t tbc r.al atc8g.
t':.!,efler Ea* at''t'i',€,d b2r Ebe r.cl},a of ValI hag beaa Feld or th.t che tr.,'s.aE!'oa
la e*€r,''c f,r€& taid cax.
S- neleara of l]i',oc'.e. of L!4 for gtata Tax€.a agzLzab SXeDb',,a c- Ag,'.old ' fLlcd by
Sta:a og CoTo!ado Dcprrta-'r t of Rc.ve''uc. ln Eba tnouae of $7'941.31 , tecotd.ed
;luLy 23, 7993 ln Book 67a aE Pagra 656 as neccPL:loE, No' 570747'
OR EI/|ZDENCE
S.ClBtacEory to stef,arg TreT€ euer.ney CoeiE any thae
acar,heE. G. jAra7,o].d, aa.!,cd abovc :ls not o.!.e and thc t.a. P€l'goa es sc€v€Ja Aaotd'
i.a wlaoaa aelra tb.e o''€gt Poltcy LB to ba lsgucd.
6. D€|ed. E'io' r.:tcsahal. ercJIt Ofl.;.,tschvaaE, a @'1aral Part'.at:tl-tl vesXt g tec sl'l'.].c
tltla ln soa!,€.s,a'-I, ProPc,rcies. Z!.c.. t Colorado co4roa'cto'1.
ItOTt; laOrtrrOx oF l:g9 &EGAD ADD&B6 S OF rAE CRAN:IE! t(Ugl ePPtLR ON "I'E DAaD AB
p8 7976 .er6tDr4Ernr rO gT,;rtUEE ON a;'5'OE,]Dr|rGt OF DBBDS CnlS 38-35-109 (2t.
flof8s rE ls ''oeg,d thrt t&c e.bowc deed bag Dee,t c@p7ec;.d.
7. D.tad ttoa 6lor?!caal!' ProE Gfltj,;cs t'tc.. t cokor.do f;c)'{lr,ratio',, v|J',tlzg C.:G
,l,';pla tt?la la .scce.ra ArIloId.
ttto4t8 t NOf, ?[O!| OE rB I'ECfltI'
^DDeEgS
OF ''Z dRAfifAE ,CqrgT APPA^A. Olr llllt DA@ AS
pa8. t9?6 rr@ldEflr ro Etl;T(npE or REc.cr.RDrfr6 0E DESD.S CAs 3A-35-tO9 (2).
Otdcr Nwnbq: 9so7214o
SCEEDI]LE B
Seaion 2
E'rcEFTTONS
03/15/96 11:26 TXIRX N0.3364 P.00r I
,t-
2.
3.
4-
5.
6.
7.
8.
9.
w;ri:fffi;;"!J:*"owfaain
erceptionstothc fouowins *ffsctne arcdtsposedof cothe
Rights or clains of partia in possession' not shown by the pttbtic records '
Easements,orctaimsofeasemefus,nots|ownbyhepttb\crecords.
Discrepancles, con;flics in boundaty tines: .s|ort:8e itt area, encroac|unmts, and any .faas which o corTect
suney and inspection ,f';h;;;'#;!r";;;id 4;;a;;; iliiii"n ue not shoutn bv the pubtic records'
Any lien, or ight to a lien for senices, labor or nuteriat her*ofore or hereafter furnished' intposed by law
-iit *t tnoni by the public records'
Defects, liens, cncumbrances, adverse gtoiy or other tnatterc, if any, .creatd, first appearing in the public
rebords or anaching t"bir;;;*;';;-"ftrr;; a"ti;lr"ot, but prtbr.{ t4e.aate ttu proposed iruurcd acqures
of record for value the o6. o, interesi-or mortgage therLon dvered by tfus commitment'
llnDatefted mining claims; resenatiotts or exceptiorts in patents' or an act authoiling the issaance thercd;
wdter rights, claims or title to water'
A'ry .td t.72 u'rPajld c.r'gt,l errd' 'ldEf,','g|C}'tct a'ld a''ly uaz€ld€,c'ltcd ta'r sales'
rtrs ,ff,6sg ot lr(.:raallaze Ln ray general or caeciElc weier -c,or'.5etva'.cy ' flre
tr>lrot.cztoa' rr<rtz c<rrreanatlos ir ocher dtecilcE or laelsaloa ta aay rlces
servlec or tcraQe l'nP.rov€8'e,'c atet'
tr''acfracjro'rt oz *aa9tJ;oat 7a Eat'''lcs-' oE la ,.cta '!stibo'L',tag.
thc lstuaaoc
trrclraol, tar.J.ntittr:i
-&L .rcsq*ttt* oE t =lgbc oC rary tor dlcahr,t os ctaals
cou,cflrecadby',,|aau:Jhorlcy3;2ghr o'llEcdgtacc',acl.ascr.tcd'^t'|!,'Eedstetaa
pat.t rGcord.d oc eobGr 4. 7g78 La Eook 93 tE Paga 7O7'
70. '.ese'3/rlctorla
u'rd excePelo'ls la ga|';a';it ' or AcEa authorlzl'aE e|ic lssva,gca
th.lraot. ltrcjrudr'rE tba rceewztl;oa of ehe ilEbc ot
','ioPrtcto'.
of, a v€.la ot lode
eo .rxtrrcE ,oa i"10i. hlt ore c:hcr.,tr<r! ghould tlrl ganc bc fouad ao E €rBecraga
oE:''!1e'raa.,cc'raP'',!,"rr',.,..'-scc,d,rr.T,dltaIIalEedst'e','Pdtc,'.Erecordedt,u'als'
l97E lE r,ook 93 't Ea.Ee a5'
za- 'f.:n
ge'rc(!'lc 'lo','Patclc7I,,lclrrgi
roya^Lxtt la aad co Pr-oc'cds derlwed ftofr tb' aald
at !!y '!jr'te'.aL zf .n "z(,.o.,
*t'ra -la o.t,rt" ptiaacca tnlt mi,lg]d E':oe sald
pralaee. a'rd, re(;otd'd la aoo& 766 ac Pagt 4o7 azd aay aad a77 aeslgeeae
e.bcraof or j,aBc.tete ?'b''ael,B '
X2. 'letc'tccjloet.
es sotteijtlsd h lasErtnal recorded Actobcl'. 25' 7963 lz Book 778
.cPa96L4gl'8ec.Ptlot'No.98!S6,aade.acadcdDaecgdrler6'rgalnBoo.k778at
P.g.315:rgRxc. e!(,'No.gS3sg.rgdalcgdcdFabruaxyT6'7970lagook2a72c
E'tgc 75 .s Eac.lptl€a No' t72533'
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aos r. tr€cc,'Elo|r b. 1.02974.
03/15/96 11 :26 TXIRX N0.3364 P.001
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McrIWq: 95or2aao
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2. Iryq or Policla to bc issud: tunst of &twonc
(a)A.LT-A. Owr'pr's fatr.Ed.fd, t ,s,ooo.oo
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.(b) A.L.T"A. Len (st-exd,.lrdt 't
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t
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3. TIE estqtc or intergt ln tlc land daqlbd or rcfcnd to in tiis endnw* atd orercd hcrctn ts
Cce ct4rlt
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5. the land rcfcrrd m in thts @ntniment ls dqqibcd as follows:
gA
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DltlEro'|hrJd, ll.t'rt'.r.s STATBUEITTOF CH/IRGES
Thac dtuga arc&eandPYdle b$oree
1827 JJ'PEaz Dn Poltcy et bc lssttld,'
t^z, co 87657 P,,o,"tr trt*,.*,.d',.
. oldtUERs: 9213. OO
tlf C!Bt: t'O - OO
il
03/15/96 11:26 TXIRX N0.3364 P.001 I
i-4AR-:15-96 FFlr t =-:J' '' ' *,HEDUIEA
P-@a
Order Number: 95072410
. I- Efeoive date: .lrovcnbcr 27 ' 7995 tE 7 r45 ^.td.
2. Poticl or Policies to be issued: Amount of Irsurance
. (a) A:L.T,A. Owner's ( se5,!,d.rd ) S zs,ooo'oo
Proposed lwured:
SIEVEN eIIFO&D
(b) A.L.T.A. Inan (sta!,dasd)
Proposed Insured:
(c) Iasehald
Proposcd Insured:
3. Thc estate or interest tn the land descrtded or referrd to ln this Cotrninnent and coverd hcreln ls
fee sJ.mpTa
4. nile tu the fec tfo,prc estate or interest in said land ts at the Sective date hereof vested in:
AA.ASII.ER EMBE OFTERSCITWAIIE, i 6ET'ERT! PA'{TNER9r.TP
5. The land r{ened to in this Commioncw is descrtbed as follows:
SBE A?f,IAc;EED IrEG:AI' DASCRZPIn'N
Purlror!.d .trddrcrr: STATEMENTOF CHARGES
Thesc charya arc dac and payoble bdore a
2827 Az,PrNB Dn Poltcy ca,l bc ksued.
u rr, co 87657
PRWW ttt}d.t9ldc'rotrHgt9s 52t5. OOtlf C&R:r! LO.OO
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03/15/96 11:30 TxlRx N0.3365 P.001 I
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P-62
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03/15/96 11;30 Tx/Rx N0.336s P.002 I
TOWN OF VAIIJ
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
PROJECT TITLE: ARNOLD RESIDENCE
NEW (SFR,P/S,DUP) PERMIT Permit It.
TIMES
896-0322
Description!NEW SFR
Occupancy
DweII j-ngs
Private Garages
Invest i gat ion>
tli Lt cal, t---->
.00 Recreation fee---------->
3.@ ctean-Up Deposi t-------->
TOTAL FEES-----
Job Address: 1827 ALPINE DRLocation...: 1827 ALPINE DRParceI No. . : 2103-123-07-015Project No. : PRJ96-0181
APPLICANT BOLES CUSTOM BUILDERS, INC
P O BOX 1279, AVON CO 81620
CoNTRACTOR BOLES CUSTOM BUILDERS, INC
P O BOX 7279, AVON CO 81620OWNER ARNOIJD STEVEN K
PO BOX 753, ARLINGTON TX 76004
Status...: ISSUEDApplied..: Io/ts/t996
rssued.. .: t2/73/t996Expires. . : 06/II/7997
Phone: 30392632O2
Phone: 3039263202
BALANCE DUE----
2,918.80
.00
Division
Division
Division
Division
Number of Dwelling Units: 001Type Factor Sq. Feet VaLuationZone L V-N 80.60 t,B2B I47 ,336.80zone 1 V-N 21.30 252 5,367.60Subtotal:2, 080 L52 ,7 04 .40Table Date: 05/I7/1996 Total Valuation z t52,704.40
Town of Vail Adjusted Valuation: 207, 356. O0O
Fi reptace Infofmation: Restricted: Y #Of Gas App t i ances:dOf Gas Logs: 2 fof llood/Pa l, Let:*******ffi******************************tr*******#******** FEE SUt' .tARy *t*******t******************i*****************************
Bui l,ding-----> 1,172.OO Restuarant Ptan Review-->.00 Total catcutated Fees---> Z,94A.8O
200.00 Additional fees---------> .oo
312.00 Total Permit Fee--------> 2,948,80
PLan Check---> 761.80 oRB
500.00
2,948.80
***********************ft*****ff*****ff**lr**t***************************************************ffi***i**********************
Item: 05100 BUILDING DEPARTMENTlo/L5/t996 CHARLIE Action: NOTE
LO/L6/1996 CHARLIE Action: AppRIIem: O54OO PLANNING DEPARTMENTlO/L5/I996 CHARLIE Acrion: NoTE
72/Os/1996 DOMINTC Acrion: AppRItem: 05600 FIRE DEPARTMENT
70/15/1996 CHARLIE Action: APPRItem: 05500 PUBIJIC WORKS1O/$/L996 CHARLIE Action: NOTE12/73/1996 TJARRY_P Action: APPRltem: 05550 ENGINEERING
1,0/75/1996 CHARLTE Action: NOTElO/I8/1996 TERRI M Action: NOTE12/t3/1996 TERRr- Acrion: APPR
Dept: BUILDING Division
PLANS TO DAN
Dept: PLANNfNG
PIJANS TO DOMINIC
approve based on Haz. reDept: F]RE
N/A
Dept: PUB WORK
PLANS TO LARRY
LP
Dept: ENGINEER
PLANS TO TERRI
SEE CONDITIONS
see conditions
**************************t**********t********l*Jr*rt*#rtr*lo**fftt*tr**************************rk#rJrf,*f/r**t*ffiffi**** jr***ft***
See Page 2
o
ma y apply to this permit.of this Document for any conditions that
DECLARATIONS
r hefeby acknovtedge that I have read this apptication, fiLLed out in ful,L the 'infornation required, comptcted an accurate ptot
ptan, and state that aLt the intormation provided as required is correct. I agree to compl,y w.ith thc information and pLot ptan,
to compty with al'l' Tolrn ofdinances and state [aws, and to buil.d this structure according to the Toun's zoning and subdivision
codes, design review approved, Uniform Buitding code and other ordinances of the Tovn appLicabte thereto.
Cq FRO E:OO All 5:00 Pll
Send C lean-Up Deposit To: BOLES CUSTOI{ EUILDERS SIGNATURE OF OINER OR CONTRACTOR FOR HII,ISELF AND O[INER
PAGE 2********************************************************************************
CONDITIONS OF APPROVALPermit #: 896-0322 as of 72/L3/96 Status: ISSUED********************************************************************************
Pernit Type: NEW (sFR,P/s,DUp) PERMITApplicant
Job Address
Location
Parcel No
BOLES CUSTOM BUTLDERS, rNC
1827 AI,PINE DR
].827 ALPINE DR
2LO3-L23-07 -01s
Applied: t0/1,5/tee6
Issued:. 12/13/1996
*****************************************************************************rr**
CONDITIONS********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FORA FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CEIIJING HEIGHT OF 5 FEET OR LESS,AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FIJOOR TO THE UNDERSIDE OF THE STRUCTURAII MEMEBERS OF THE
ROOF DIRECTTY ABOVE.3. A SOIIJS REPORT IS REQUIRED AND APPROVED BEFORE FOOTINGS AND
OR FOUNDATIONS WILL BE APPROVED BY TOV BUILDING DEPARTMENT.4. srucco wALLs MUsr BE FLUSH wrrH THE PAVEMENT UNTrL 7 ' AwAy F
ROM THE EXISTING ASPHALT FOR SNOW STORAGE AND PLOWING PURPOS
ES.5. WE WII,L NEED A REVOKABLE RIGHT OF WAY PERMIT FOR THE BRIDGE
AND IJANDSCAP]NG6. Hazard study has been submitted and approved. Grading mustbe limited on the site and construction rnust adhere t5 tne nazard report and soil test, resul_ts.7. we are stirl waiting for a revokabl-e ro$r permit, as well asaretter from the geotechnicar engineer ce-rtifyiirg that the construction wirl- not increase the hazzard to iuriounding property ovrners and that the access platform for the drilr-rig
****************************************************************
TOWN OF VAIL, COLORADO Statennt****************************************************************
Statemnt Number: REC-0239 Amount: 1,787.00 I2/L3/96 15:35Payment Method: CHECK Notation: #2238 Init: CD
Permit No
Parcel NoSite Addrees
Location
Total Fees:This Payment 1,787.00 Total ALL pmts:
Balance:
896-0322 Type: B-BUILD NEW (SFRrp/S,DUp) pE
2L03-L23-07-01s
1827 ALPINE DR
1827 ALPINE DR
****************************************************************
2 ,9 48 .80
2 r948.80
.00
Amount
-200.00I,172.00
s00.00
312.00
3.00
Account Code
01 0000 41331
0r- 0000 41310
01 0000 22002
30 0000 4503201 0000 41336
Description
DESIGN REVIEW.FEES
BUILDING PERMIT FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
l
DATE: to.lq.qL
, APPr,rcATroN MLIST EE FrLr,ED our coMpLETELy oR rr MAy "f't'"""XCSffi;
ii:'i
$***************************** pERMrr TNF.RMATT'N ******* *** * * ********* * * ******n)
r-Building t l-prr:nbing [ ]-Electrical [ ]-Hechanical [ ]-other
Job Name:Job Address:
Legal Descripticln: Lot $S Block riling I suBprvrsroN,VArLv
Owners Name: €TEVE Ag\lc\ Ad{ress; €22-E,. q41g
Architect:
ceneral Description:
work crass: r-New [ ]-Arteration r l-Additional J l-Repair [ ]-other
Number of Dwelling Units: I Nunber of Accornrnodati_on Units: I
?golo
VAIL
Electrical Contractor:
Address;Town of Vail Reg. NO.Phone Nunber:
Plumbing Contractor:
Address:Town of Vail
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.
Mechanical Contractor:
Address:
********************************
BUTLDING PERMIT FEE:
PUJT.IBING PERMIT FEE:
MECIIANICAL PERMTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Reg. NO.
oFFrcE usE * ************ *** ***************
BUTLDING PI,AN CHECK F8E:
PWMBING PI,AN CIIECK FEE:
IIIECHANTCAI, PI.AN cHEcK FEE:
RECREATION FEE:
CLEAN-UP DEPOSTT:
TOTAL PERMTT FEES:
FOR
BUTLDTNG:
STGNATI'RE:
ZONTNG:
GROUP VALUATTON
srcNAru_REi
CLEAN IIP DEPOSIT NEPI'ilD TO:T36L€S <3S Tofi tturLA.:r?s, ?ArC.
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DItTE: /1,VENDOR NAMI}
VENDORNUMBER: o
DESCRIPTION OF EXPENSE:CLEAN UP DEPOSIT_ RETUNpFoRBp#r?/_aaz
NAME OFJOB:
ACCOTINT NUMBER: 0l O00O 22002
AMOUNT OFREFLTNp: tSAa. ?
DATE APPROVED;^t.&J-7vAPPROVAL SIGNATURE:
Town of Vai l-
25 South Frontage Road
Vail, Colorado 8L557(303) 479 -2r-38
Plan
the 1991
Proj ect Number: PR,J9 5 - 0181
Address: L827 ALPINE DR
Contract.or: BOLES CUSTOM BIJDRSArchitect: FRITZLEN PIERCE BRINER
Eng j-neer: TIM BOYIJE
analysis based on
Uniform Building Code
Name: ARNOLTD RESIDENCE
Date: October 15, 1996
Occupancy; R3,M1
TlDe of Const: V-N
Plans Examiner: DAN STANEK
NOTE:The code items listed in this repor! are not intended !olisting of all possible code requirements in the 199L UBC. Itselected sectionE of the code.
be
IS
a complete
a guide to
DIRECTION BOI'NDARY
NORTH Property Line
EAST Property line
SOUTH Property lineWEST Property l ine
NORTH
BRG NON.BRG OPNG
WAIJL WALL PROTOhr ohr None
Ohr Ohr None
exEerior walls may
SEPARATION
AREA INCREASE FIRE PROTECTION
43.0 Feet 43.0 Feet
25.0 Feet 25.0 Feet
16.0 Feet 16.0 Feet
45.0 Feet 45.0 Feet
EXTERIOR WAIJIJ FTRE RATINGS AND OPENING PROTECTTON
Table 17-A & Table 5-A
t(J
M1
The
EAST SOUTH WEST
BRG NON-BRG OPNG BRG NON.BRG OPNG BRG NON-BRG OPNG
WAL.L WALL PROT WALL WALL PROT WAI-,L WALL PROTOhr ohr None Ohr ohr None ohr ohr NoneOhr ohr None ohr Ohr None Ohr Ohr None
be of COMBUSTIBITE malerial . Sec.2201.
fire rating as the wa1l. See section 1710. for details and exceptions.
AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
3 carage3 Master bath
3 Master bedroom
3 Bedroom
3 Hal1s. closets, etc.
TOTAL FOR FIJOOR2 L,iving room
2 Dining room
2 Kitchen
2 Equipnent room
2 Hal1s, closets, ecc.
TOTAL FOR FLOOR
1 Bedroom #2
1 Bath room
L lJaundry room
1 Hal1s, cLosets, etc.
TOTAL FOR FIJOOR
BUILDING TOTAI,
z)z
100
r-5 9
If,b
258
945
238
195
L00
LL4
587
159
vb
18
155
448
2080
0.00
0.00
15.90
15.50
0.00
23.80
19.50
10.00
0.00
0. 00
16.90
0. 00
0. 00
0.00
0.00
5.00
8 .45
7.80
0.00
1-1.90
9.75
s.00
0.00
0.00
8.45
4.80
l-. f u
0.00
No
No
Yes
Yes
No
No
No
No
No
No
Yes
No
No
No
FOOTNOTES:
1) EGRESS - An operable window or door that opens directly to the exterioris required fron this room. The minimum clear openable area must meetthe following. -- Sec. 1204.
1) The minimum clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5.7 square feet
4) The maximum sill height is 44 inches
2) The number of exits is based on Table 33-A (Dwe1ling's)
3) A mechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. l-205. (c)
5) The requirements for 2 exits fron the 3rd floor is based onSec. 3303. (a) exc. 3.
ROOM DIMENSIONS :
Habitable space shall have a ceiling height of not less than 7 feet 5inches. Kitchens, halIs. bathrooms and toilet compartments may have aceiling height of 7 feet measured to the lowest projection. If the ceilingis sloping', lhen the minimum height is required in only T/2 of the area.
- -Sec. 12 07. (a)
Every dwellinq unit shall have at l-easb one room which has not less than 120square feet of floor area, Other habitable rooms except kitchens shall havean area of not less than 70 square feet. -- Sec. 1207. (b)
Habihable rooms other than a kitchen shall not be less than 7 feet in anvdimension. -- Sec. !20'7. (el
GI,AZING REQUTREMENTS :
A1-1 grlazing in hazardous locations is required to be of safetyqlazing material . -- Sec. 5406. (d)
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed. and slidinq panels of sliding d.oor assemblies andpanels in swinging doors other than wardrobe doors.3) Glazing j-n storm doors.
4) Glazing in all unframed. swinging doors.
5) Glazinq in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms. bathtubs and showers. Glazing in any portion of a building waIIenclosing these compartments where the bottom exposed edge of theqlazing j-s less than 50 inches above a standinqr surfaee and drain in1et.5) Glazing i-n fixed. or operable panels adjacent to a door where the nearest.
exposed edqe of the glazxinq is within a 24-inch arc of either vertical
edge of the door in a closed position and. where the bottom exposed edqeof the glazing is less than 60 inches above the walking surface.7) Glazing in an individual fixed or operable panel , other than thoselocations described in itens 5 and 6 above. than meets all of thefollowing conditions:
A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the floor.C. Exposed top edqe qreater than 35 inches above the floor.D. one or more warking surfaces within 35 inches horizontally of theplane of the glazing.
8) Glazing in railings regrardl-ess of heiqht above a walking surface.Included are structural baluster panels and nonstructural in-filIpanel s .
See exceptions.
SMOKE DETECTOR REQUIREMENTS :
A smoke detector is required on the ceiling or waII at a point centra3-1y
located in the corridor or area givingr access to each sleeping area.
- - Sec. 1210 . (a) 4 .
A smoke detecbor is required on the ceiling or wall in each sleepingarea. - - Sec. 121-0. (a) 4.
A smoke detector is required on all stories. -- Sec. 1"21,0. (a) 4.If the upper level conlains sleepinq room(s) , a smoke detector is requiredin the ceiling of the upper level close to the stairway.
- - sec. 1,210. (a) 4
Snoke detectors are required t.o be wired to the buildingts power source and
sha11 be equipped with a battery backup. -- Sec. 1210. (a) 3,Detectors sha1l sound an al,arm audibLe in all sleeping area of the dwellinqrin which they are located. -- Sec. 1210.(a) 4.
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for thr fireconstruction are required on the grarage side only and any d.oors betweenthe garage and the residence are to be a self-closing 1 3/8 inch solidcore door or a 20 minute fire door. -- Table 5-B & sec. 503. (d) exc. #3
STATR REQUIREMENTS :
A stairway in a dwel-ling must be at least 35 inches wide. -- Sec. 3308. (b)
The maximum rise of a step is I inches and the minimum run is 9 inches.-- Sec. 3305. (c) exc. #1Provide a handrail on one side a stairway 34 to 38 inches above the nosing ifthere is 4 or more risers. -- sec. 3305. (i)
Provide a quard rail where drop off is greater than 30 inches. Minimum heiqht= 35 inches, maximum opening size = 4 inches. -- Sec. L7f2. (a\ exc. #1The minimum headroom is 5 ft.- 8 inches. -- Sec. 3305. (o)
Enclosed usable space under the stairs is requj-red to be protected. as requiredfor thr fire-resistive construction. -- Sec. 3305. (1)
SHAFT ENCLOSURES :
1) chutes and dumbwaiter shafts with a cross-secbional area of not more than9 square feet may lined on the inside with not less than 26 gaqegalvanized sheet metal with aIl joints locklapped. The outside must bet hr construction. A11 openings into any such enclosure shall be protectedby not less than a self-closing solid wood door 1 3/8 inches thick orequivalent. -- Sec. 1706. (f)
2) Gas vents and. noncombustible piping instalted in wa11s passinq through3 floors or less do not need to be in t hour shafts.-- Sec. 1705. (c)
3) Alf other shafts are required. to be enclosed in a t hour assembLv.
- - Sec. 1706. (a)
ADDITIONAL REQUIREFTENTS :
For R3 occupancy
This projeet will require a site improvement survey. Such surveyshall be submitted and approved prior to request for f rarneinspection.
AII crawl spaces within the Tosrn Of Vai1 are limited to a earth tostructural fLoor ceilinq height of 5,, be earth floor only, beventilated as per UBC 2515 (C) 5 with minimum access as per UBC
2515(C)2 and maximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or more shall require an
eDgineer design. Such design shal1 address drainage, soil retainage
and structural desigrn.
Excavation below slabs on grade shall- not be permitted wilhout prior
approval-.
Address numbers shal1 be posLed plainly visible and tegible fron thestreet.
For ML occupancy
Slope garaqe floor to a11ow for drainage to outside to provide afloor drain wieh Band and oil- interceptor !o dry well or to sewer.
Any garaqe floor drain connected to sewer must be approved by UpperEagle Valley Water e Sanitaeion District.
In garaqes with living area above, the r^ralIs of the garage wiich arebearinqf the area above sha1l be protected with one hour fireresist.ive construction. UBC 503 (B) .
.a
Town of Vail
25 South Frontage Road
Vail, Colorado 81657(303) 479 -2138
Plan review based onthe 1991 Uniform Building Code
Project Number: PR.T96-0181, Name: ARNOLD RESIDENCE
Address: l-827 AIJPINE DR Date: October 16, 1995Contractor: BOIJES CUSTOM BITDRS Occupancy: R3,M1Architect: FRITZLEN PIERCE BRINER Ttpe of Const: V-NEngineer: TIU BOYL,E Plans Examiner: DAN STANEK
# SHEET IDENTIFICATION CORRECTION REQUIRED
A11 electsrical work is to be compleCe to the
requirements of the latest National- Electrical Code,al-l Town of Vail Ordinances, and Holy Cross
Requirements.
Exterior surfaces \4rith stucco sha11 be provided withexberior metal lalh as per UBC 4705 with 2 layers ofpaper. Windows and doors are required to beadequately flashed(not with just screed metal). Alath inspection is required prior stucco
appl ication.
All new construction within the Town of Vail will berequired bo have a Public Way Permit by TOV Public
Works Dept. to approve site drainage and culvertinstallation. This approval must be complete priorto any inEpection by the Building Department.
In bathrooms with a tub or shower and in laundry
rooms a mechanical ventilation system connecteddirectly to the ouEside sha11 be provided. Bathrmswhich contain only a water closet or lav. may beventilated with a recirculating fan. UBC 1205 (c) .
Domestic clothes dryer exhausL ducts sha1l beinstalled as per IJMC 1104 and. 1903. Flexible ductconnectors may not exceed 6' in length and shal-I notbe concealed within construction. Ducts shallterminate outside the buildinqf and not exceed 14'length.
Furnacea not liated for closet or alcoveinstallation shall be installed in a room or spacehavinq a volume at leaet 12 times the voLume of thefurnace. A boiler unit wil-1 require a space 1Etines larger than the boiler. I]MC 504 (b)
Supply a meehanical drawing indicatinq design ofsystem, size (BTU and volume) of equipment, ventlocation and termination, and combuetion air to besuppLied prior to any installaeion.
.a,
10
11
L2
Gas piping ehal1 not be installed in or on Eheground under any buiJ.ding or structure and exposedgas piping shal1 be kept at leaat 5n above grad.e,
uuc 2213 (b)
The garage must be aeparated fron the dwelling bythr fire-resietive congtruclion on the garage eide.-- Table 5-B e 503. (d) exc.#3
The door between the garage and the dwelling isreguired to be a 1 3/8 inch thick solid core or 20
minutE self cl-oELng door. -- sec. 503. (d) exc.*3
At eavea and val.J.eys an ailequate underlayment gha11
be provided to protect a structure from ice lruildup
and water damaqe - TTro layers of fett solid. moppedto Eheathing and between layera or a conunercialwater & ice ehield may be uged as per Table 3281.
Because of thig projectrs location, the foundationis required to be d.ampproofed to prevent danage to
areae below finished grade. ttBC 1?07(d).
:' ffir"gineering, rnc.
ffi.__sg_
I
I
,
SOIL AND FOUNDATION INVESTIGATION
FOR
PROPOSED RDSIDENCE
LOT 45, VAIL VILLAGE WEST FILING NO. I
TOWN OF VAIL
EAGLE COUNTY, COLORADO
PROJECT NO. 96E3
NOVEMBER 2.1996
PREPARED ['OR:
MR STEVEARNOLI)
C/O TRITZLEN PIERCE BRINER
P.O. BOX s7
vArL, co 81658
q
I
il
$*t'i#
B,T;9;, r itE
oFf,ffiE'6bPv
P.O. Box 1452,.A^r'on, Colorado 81520 . (970) 827-9088 Tel . (970) 827-9089 Far
i -t
I
TABIJOFCONTENTS
E}(ECttTI.St MI'IARY
SCOPEOFSTI'DY
SrIEDESCRIPTION
PROPOSED CONSTRUCTION
FIETD II.IVESTIGATION
SUBSUnTACE SOIL AI.ID GROT NDWATER CONDITIONS
FOT'NDATION RECOMMENDATIONS
CONS1RUCTION PRECAUTIONS
SI.AB CONSTRUCTION
RETAININGWAITS
UNDERDRAINSYSTEM
STIE GRADING AI.TD DRNNAGE
I,,|'WNIRRIGATION
LIMffATION
FICI'RES
I,OCATION SKETCI{
STJBSURFACE EXPLORATION LOGS
SWEIJ-CONSOLIDATION TEST RESLLTS
DIIITRIBUTION
PERIT,|EIERDRAIN
LKPEnginecring Inc.
2
2
2
3
3
3
4
5
5
)
6
6
6
6
DRAWINGNO.I
FIGURENO'g I &2
FIGURENo's 3 -5
FIGTJRENO.6
FIGTJRENO. T
EXECUTIVE SIIMMARY
The proposed residence should be supported with
strait shaft piers, with a minimum diameter of l8
inches, desigpd for an end bearing preszure of
20,000 psf. The piers should bear on solid bedrock
and be socketed into the rock for a minimum of
twice the pier diameter. See foundation
recommendations.
SCOPE OF'STUDY
This report presents the results ofa subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lot 45, Vail Village West Filing No. l, Town of Vail,
Eagle County, Colorado. The purpose of the zubsurface soil and foundation investigation was to
determine the engineering characteristics of the foundation soil and to provide recommendations for
the foundation desigg grading, and drainage. Geologic hazards are addressed in a report prepared
by E.O. Church Engineering, Geological Consultants. Their report is appended.
SITE DESCRIPTION
- Lot 45 is at 1827 Alpine Drive in the Town of Vail, Eagle County, Colorado. The lot is on a
north facing, steep hill, on the north side of Alpine Drive. The topography of the building site is
steep. From the road down to the lot, the first 20 feet, the slope is 70 percent. From tlere to the
back ofthe lot, it is about 40. Drainage is to the north. The vegetation consisted ofaspen and
evergreen trees. Lot 49 to the west has a residencg while Lot 45 and the lot to the east are vacant.
LKP Engineering,Inc.
PROPOSED CONSTRUCTION
Based on a set of plans by Fritden Pierce Brineq dated 8-12-96, it is understood that the
proposed residence will consist of e residence will be
supported with piers. A bridge will connect the building to the road. A garage will be constructed on
the uppermost level of the building, which is at a road grade. A retaining wall is planned for the
support ofthe bridge at the roadside. Loads are anticipated to be light, typical ofresidential
construction.
If the finalized plans differ significantly from the above understanding we should be notified
to reevaluate the recommendations of this report.
FIELD II\MESTIGATION
The field investigation conducted on October 28, 1996, consisted of drilling, logging and
sampling tbree test borings. The test boring locations are shown on Figure No. l. The drilling of the
test borings was done with a 4-inch diameter continuous flight power-auger on a track rig. The rig
was lowered to the proposed building site by a large tow truck. During drilling, the rig was held in
place by cables from the tow truck.
Soil samples for laboratory soil analysis and observation were taken at selected intervals.
Samples were extracted by advancing *Califomid' and a Standard Split Spoon Samplers with a 140-
pound hammer, falling 30 inches. Summary of the soil profiles, values of the Standard Penetration
Resistance, and depths at which soil samples were taken are shown on the Subsurface Exploration
Logs, FigureNo's one and two.
SI]BSTTRFACE SOIL AND GROTINDWATER CONDMON
As shown on the Subsurface Soil Exploration Logs, Figure No's one and two, the soil
encountered was faidy uniform. Old landslide deposits and slopewash material covered the bedrock.
These deposits ranged from 28 to 30 feet. Two feet of topsoil was observed in the borings underlain
LKP Engineering Inc.
by five to 8 feet of clayey sand to sandy clay. This soil layer exhibited swelling during laboratory
-r-testing. Below the clayey soil were interbedded layers of clayey-gravelly sand with thin gravel layers,
cobbles and boulders. Ia Boring }!o. !, from 19 to 27 feet was, very soft, gravelly clay with topsoil.
From 30.5 to 33.5 feet was weathry9_Pj{g-qgglg* with a practical dril rig retusal at 33.5 feet. In
boring No. 2Jefusal on a boulder was encognttelg!ap!!gt. Near Boring No. 2, one additional
boring was drilled. IgB"llqXg :{ -!t"tyCgq994ereq_at?Lg-qet. Ground water was*got
encountered in any ofthe borings. Soil samples taken from the test borings were tested for
swelUconsolidatioq natural moisture content, unit weight and grain size distribution. The test results
are shown on Figure No's three to six.
Review of the Official Town Maps for the Town of Vail, shows Lot 45 as a Geologically
Sensitive Area. Figure No. 3, Geologic Hazard Map by Lincoln DeVore, dated 8-16-82, part of the
Official Maps of the Town of Vail, shows Lot 45 within hazard classification number 5, Metastable
Slopes. The geologic hazards were analyzed by E.O. Church Engineering, Geologic Consultants.
Their report is appended.
FOI]NDATION RECOMMENDATIONS
The proposed residence thould be suppott"d *ith tt*it shuft pi
an end bearing pressure of 20,000 pgf and be socketed into the rockfor a miniqg o!1wigq the pier
9ir-9. According to the soil logs of the test borings, the depth to solid bedrock varied from 28.5
to 33.5 feet.
Th"Jlp*.
clayey soil, with expansion potential, should not be used as bacldll material.This material should be
Pier drilling should be observed on full time basis, to verify the soil conditions. Each pier hole
should be inspected before concrete placement. The bottom ofeach hole must be cleaned from loose
soil and water.
LKP Engineering Inc.
CONSTRUCTION PRECAUTIONS
An access road and a level area for the pier drilling equipment,will be necessarv on thiljite.
To prevent accidents, with the steepness ofthe site and the existing residences on the downhill side
ofthe proposed building site, every step should be planned ahead. Fence barriers, to catch soil or
rocks rolling down the hillside, should be constructed in place before excavation for the access road
begins. A fill cannot be placed directly on steep slopes. The site should be benched first. All
foundation worlg and site preparatioq should be done in a dry season.
SLAB CONSTRUCTION
The natural on-site soils, are not suitable to support lightlv]oaded slab-on-grade-
Jgltegttg& Damage caused by the swelling and shrinkage ofthe clayey soil will be excessive. Since
thesiteistoosteepforearthworkoperationsandsoilreplacement,@r
this site. The crawl space should be properly vented according to the building code requirements.
RETAININGWALLS
!Erytg..s:y4ro1!e[5ls9rypp,g,qhouldbes9p.peltedrd4-xrelLTl9_g!ry19y%
soil, with expansion potential should not be used as backfill material. This material shoUlsl-be
glg{g94{nd-19p!ryJg111!ryft_,sy-dggj94 Foundation walls retaining earth and retaining
structures that are laterally supported should be designed to resist an equivalent fluid density of 70
pcf for an "at-rest" condition. Laterally unrestrained structures retaining the on-site earth should be
designed to resist an equivalent fluid density of50 pcf for the "astive" case.
- The above design recommendations assume drained backfill conditions and a horizontal
backfill surface. Surcharge loading due to lateral pressure of the swelling soil, adjacent structures,
weight of temporary stored construction materials and equipment, inclined backfill, and hydrostatic
pressure due to undrained bacldll should be incorporated in the design. Every attempt should be
made to prevent the buildup of hydrostatic pressure behind the retaining wall.
LKP Engineering, Inc.
IJI\TDERDRAIN SYSTEM
icundation peri4eter drainlg te&g4!0end94. Also, without suitable drainage, a perched ground
water condition can develop in a bedrock foundation soil. A foundation perimeter drain as detailed
on Figure No. 7 is recommended to reduce the risk of surface water entering the pier shaft.
SITE GRADING AND DRAINAGE
A gradingdgn was not available for review at this time. The following recommendations are
general in nature.
The site surrounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three
inches in the first l0 feet in paved areas. The top ofthe granular foundation backfill should be
covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface
water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed
building site should be diverted around and away from it by means of drainage swales or other
approved methods. The roofdrains and downspouts should extend and discharge beyond the limits
of the bacldll.
LAWN IRRIGATION
Sprinkler system is not recommended for this site. Erosion control and revegetation should
be carried out to protecl the stability ofthe steep slope.
LIMITATION
This report has been prepared according to locally accepted professional Geotechnical
engineering standards for similar methods oftesting and soil conditions at this time. There is no
other warranty either expressed or implied.
LKP Engineering Inc.
7
The findings and recommendations of this report are based on field exploratiotl laboratory
testing of samples obtained at the specific locations shown on the Location Sketch Figure No. I and
on assumptions stated in the report. Soil conditions at other locations may vary, which may not
become evident until the foundation excavation is completed. If soil or water conditions seem
different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
This report has been prepared for the exclusive use of Mr. Steve Amold, c/o Fritden PiercB
Briner, for the specific application to the proposed residence on Lot 45, Vail Village West Filing No.
l, Town of Vail, Eagle County, Colorado.
LKP ENGINEERING,IN
e\omcE\wPwtNwPDocs\96&|PIEI-RPT
LKP Engineering, Ino.
LOT 42
a"
LOT 46
LOT 44
LOT 47
0Rl
LOT 49
outtu
,uo$t
LOCATION SKETCH
clvlL/GEOTECHNICAL
Engineering, Inc.
P.O. Box 1452 Avon, CO 81620
rer (970) 827-9088 fox (970) 827-9089
LOf 45, VAIL WLLAGE
"ESf
FILING NO. 1
|OMV OF VAIL
EAGLE COUNTY COLORADO
PREPAREO FOR:
FRITZLEN PIERCE
11- Or - 96
' O BoRrNGNo. 1.O
DATEDRTLLED: October 28, L996
ELEVATION:
Depnr
FEET
BLOWS
PER FT.
s
Y
M
B
o
L
DESCRIPTION OF MATERIAL
AND SAMPLE LOCATION
I,ABORATORY
1ESTRESULTS
REMARKS
-5
-10
-_15
-- z0
-25
-30
-35
f Topsoil
2s/L2
.:9
fr,
E
Light brovn to brown, sandy-
gravelly Clay with roots
Tlrin gravel layers at 4 & 6 ft DD=l15.2 pcf
MC= 9.L %
23/!2 !Brown, clayey-gravellY Sand DD=118.8 pcf
l{0.= LZ.l %
13/L2 E
Brown' clayey Sand
DF112.0 pcf
MC= 13.1 %
50/3 I Gravel, nith cobbles and
bnr'l ders
8/6
Dark Brown, gravelly C1aY,
organic
lE= 10.6 %
50/2 I Coarse' slightly claYey-sandY
Gravel
50/o
Weathered Bedrock
Refusal on Bedrock at 33.5 ft.No Ground water
Encolxrtered
LEGEND:
O 2-inch O.D. Califomia Liner Sarnplc (relativcly undisubcd sampld
I l-3/8-inch LD. Split Spoon Samplc (disturbcd ssnPle)
24^2 Drive samplc blow count Indicab rhat 24 btows ofa !,rc-pound hammer falling 30 inchcs were
required to &ivc thc Califomia or the Splil Spoon Sampla 12 incbc*
DD - Natwal Dry Deruity (pcf)
MC - Natural Moistutt Col cnl (%)
.2O0 - Percent passing No. 200 sicv€
lL - Liquid Limit
PI - Plrslicity Indcx
r I.D I'N( TNNT'PTN|: IN(-SUBSI]RJ'ACE EXPLORATION LOG
PRoJEcTNo. 9683
NGI,JRENO. 1
o
DATEDRIITED: October 28r
ELEVATION:
BoRING xo. z ?za
1996
DEPTI{
FEET
BLOWS
PER FT.
s
Y
M
B
o
L
DESCRIPTION OF MATERTAL
A}ID SAMPLELOCATION
LABORATORY
TESTRESTJLTS
REN{ARKS
_5
_10
-
15
-20
-25
-_J)
(Topsoil
26/t2
23/L2
!
E
Light brown to brown' clayey
sand to sandy Clay' with
roots
ttrin gravel layer at 6 feet
1F105.9 pcf
UIC= 9.7 %
DD=113.3 pcf
t!C= 16.0 %
2s/LL
Brolrn, clayey-graveIly Sand
vith cobbles and boulders
Ttrin gravel layer at 10 feet
{C= 13.8 %.16 -21 1
Large boulder at 21 feet
refu afirrBorirq-No"-?
lEeffiet n-Eli:ock
RefndalEf'28.5 feet in
Boring No. 2A
\tro Ground Water
Encourtered
LEGEND:
tr 2-inch O.D. Califomis Ll&r Sanplo (rclatively undisrurbed sarnplc)
f l-3/t-inch I.D. Split Spoor Sanplc (distutt d srmPle)
24llZ Drirrc samplc blow count Indicales that 24 blona ofs l,to-pound hanmcr falling 30 inchcs wcrc
r€quirEd to &ivc thc Califonria orrhc Split SPoon S{rylct 12 inchd.
DD - Narural Dry Dcnsity (pcf1
MC - Natural Moistutt Cot cttt (%)
-200 - Pcr€cr psssing No. 200 sicvc
LL - Uquid Limit
PI - Plsslicity Indcx
r I.D NN(:TNE'T P TN(I TN'STTR,STTRf,' A'N- tr..YPT.OR A TIf|N T,r|(:
PRoJEcrNo. 96g3
,
FTGTJRENO. 2
LKP Engineering, IO ProJcct No.
FigurcNo.
9683
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APPLIEO PRESSURE - ksf
to too
sornplc of Sandy CLay w/roobs fromEbring No. 1 at 3 feet
Nofurol Dry Unil \{eight = 115.2 pcf 0.8% swefl,/3.5 ksf sflell pressure
Noturol Moislure Content = 9.1 perccnl
o.l t.o
APPLTED PRESSURE - h3f
lo lo0
Somplc of Clayey-graveJ-ly Sand fromBoring No. 1 at I feet
Nolurol Dry Unif Wclghl :
Nqlurcl lloirturc Conl.ol :
118.8 pcf
12.1 pcrccnt
o..,^ll - n^^.^liitrlinn 'l'arl Etaaltta
LKP Engineering, If PrdcctNo
Figurc No.
9683
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APPLTEO PRESSURE - TSf
somple of Clayey Sand from Boring No. I at 13 feet
Nolurol Ory Unit Weighl = 112.0 9cf
Nqlurol Moislure conlenl = 13.1 percent
\
t-
t.o
APPLTED PRESSURE - T!f
to looo.l
so.npl! of Clayey Sand from Boring No. I at 3.5 feet
Nofurof Dry unit wcight: 105'9 pcf o.4% sneLL/l .5 ksf swe1l pressure
Nofural l'folrtur! Conlcnl = 9.7 tetccnt
c....^|| .r^---l:,1-a:^^ Taa3 E aarrllo
LKP Engineeriog, tf ProJect No.
FigurcNo.
9683
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APPLIED PRESSURE - ksf
Sonple of Sandy Clay
Nolurol Dry Unit We iq ht
Noluro I Mols I ure Conlent
from Boring
113.3 pcf
16.0 percent
No. 2 at 8.5 feet
co
0
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C'
SSURE - hsf
Sonplc of
Nolurol Dry Uoit
No luro I l,loi r lurc
Wcight:
Conl r nl =
from
pat
pcrcrnt
^.-.^rt rt^--^t!J-a:^- r^-l E'acrrllo
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Percent Finer bY llei ght
o-oOOr
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LXP ETGINEERITG, ITC.GRAIN SIZE DISTRIE}IION ATULYSIS Project No. 96g3
Figure No. 6
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=\)it_
a
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7.:
STRUCTURAL
FLOOR
- BA}KF|LL - fQ^,- FTLTER FABRtc p>
CRAWL SPACE , t5sir'z\)z al 't./i., \ l ri\\ -l -'\\, - | ''/ z\,/ \t ^1..\ ''l q
..\) | Q
7S\\ lo/\ lJ
7l.\'/,: I n.. lav
lvKW<K<'q",;;{,!::f i,rffi srcnevt'l
I \
wrH LESS THAN 5% FTNFS
\
4-INCH DlAMETER PERFORA TED
PIPE SLOPED TO A SUlTABLE OUTLET
AT I/4" PER FOOT FOR FLEX|BLI AND
AT 1,/E'' PER FOOT FOR RIGID PIPE
cIVtL/GEOTECHNTCAI
Engineering, Inc.
P.O. Box 1452 Avon, CO E1620
tel (970) 827-9088 lox (970) 827-90E9
LOf 45, VAIL WLLAGE WEST FILINC NO. I
folul\l OF VA|L
EAGL€ COUN|Y, COLORADO
PREPARED FOR:
FRITZLEN PIERCE BRINER
o
E.O. CHURCH,INC.
ENGINEERS & GEOLOGISTS
November 7, 1995
LKP Engineeri-ng, Inc.
ATTN. : L,,uiza PeErovska
P.O. Box 1452
Avon, CO 81,620
Subject: Geological Engineering Hazards lnvesEigation
1827 Alpine Drj.ve
Lot 45, Vail Village West Filing No. 1
Vail, Eagle CounEy, Colorado
,Job No. 7E49
Dear Luiza:
As requested, we visit,ed t.he subject siEe on September 28, 1996 to
assesJ geological hazards relative to residential construction. We
have reviewed your soil and foundat,ion investigation reporE for tle
sit.e, Project No. 9683, dated Nowember 2, L995- 'Ihe purpose of Ehis
letEer is to present our evaluaEion of geological hazards at the site
in accordance with the Town of Vaj-1 Hazard RegiulaLions-
The siEe is located on the slope north of (below) Alpine Drive. It, is
approximately 120 feets wide and 90 feet deep. 'Ihe slope is relaLively
smooth and abouL 2:,1' (horizontal:verEicaf) or 50 percent. The
d.ownhi11 side of Atpine Drive at ghe top of Ehe site consists of a
fiII embankmenE about 10 to 15 feet high with a slope of approximately
L-L/4tL. VegeEation on the site consisEs of scaElered, maLure aspen,
spruce, and pine Urees. A sma1l drainage area lies east of the siEe
on Ehe adjacent lot.
A residence is proposed in E.he center of Ehe siEe. Automobile access
t.o a garage at road elevation will be by a bridge from an abutment at
the r-oad to the house. We understand little or no grading will be
required for the development.
The site is locaLed wichin Hazard Area.5 as defined
Hazards lnvestigation & Subdivision Evaluation, which
a portion of wesE VaiI including the site area, by
by Ehe Geoloqic
was prepared for
Lincoln Devore,
as nmelastablerldaied Augusts 16, 1982. U4?grd--ryqa 5 is 4ersc-libedslopes. [e int.-e_!pre
sEable, but not necessaril potentiall unstable (Hazard Areas 4, 4G,
area is the Enqineering
and Geologi-c Haza-rdE Map Series of Eagle County, Robinson, L975. The
*.p" indicate the site lies on the slope below an elevated stream
Eerrace, mainty Lo the Southwegt, and above a younger Stream terrace.
A debris fan dieposiE is indicaCed east of the site, associaEed with
the drainage atLa aE thaE location. A large debris slide area is
mapped on ihe slope above the siEe, but Ehe site itself is not mapped
in a known landslide area.
925 E83t 17th Avenue .
(303) 8il2-9692
Denver, Colorado 8q218-1407
FAX (303) 832€517
P.O. Box 2869 . Evergreen, Colorado 80437-2869
(303) 674-0660 FAX (303) 674-0813
o
2
Mat,erials encountered in t,he soil and foundation investigaEion borings
consisted of interbedded layers of clayey, gravelly sand, frequentrly
conEaining boulders. A layer of gravelly, organic clay was encoun-
Eered in bne of the borings. Weathered bedrock was encountered at.
depths of 2? and 30.5 feet, roughly Ehe same elevaEion, given the
difference between surface efevations at the test hole locations.
Based on our site visit, the published geology maps, and the drilling
results, we interpret the subsurface materials to consist mainly of
interbedded alluvial deposits from Gore Creek when it flowed aE higher
elevations. Colluvial slope deposits may be mixed in and likely
mantle the slope surface. we observed rocky, clayey silt and sand
co1luvia1 material in the road cu! souEh of Che site. No ground water
was encountered in t.he borings to the maxirm.rm depths drilled of 28.5
and 33 .5 feet.
sma1l. slumps exist on Ehe uphill side of Alpine Drive opposite the
si!e, extending eastward down Ehe road inEo Uhe drainage area. These
slumps apparently have exist.ed since aE least ]-982 as they are
specifically menLioned in Ehe Lincoln Devore report (page l-5), and may
hlve been initiated by excavation for Alpine Drj-ve. The slumps have
not disnrpled the existing pavement or curb-and guEter on Alpine
Drive- No siqns of slope instabiliEy were observed-on uhe lot or
i ai a c e n r T o-:f On un-di s ftirB-e d-haLGFi a i rj n t6-e tO;nEil-l s i de o f A1 p i. ne
Drive. Sfow surficial soil creep, Iikelv limited to the uppermost-1
or2fee e
wrtr"-itiarivd$ -Broepffil n.
rhe resulrs or our sire visir did ngr idJlql_fy_eey=€99_19S:g_\l3arsgwhich would prevent the-proposed-EeveYdDm-en-tr-,: The Elo-pe ePpjgls=g E-
EtEb'rE-\na*-ples*r-tl@;:{!E-Lo-4€ ' Th-e--r[ftbE--ac-E6EE -Ar-pinG Drive
-fr-€tr16ngeflaE€-ttr-t-sdns'-rtilvity of-the area to slope instability, however.
It is criticat that the proposed developmenE not change the presentsIy
stable slope by earEhwork or drainage changes. CUCS into the slope
and fil_ls bn tne slope should be avoided, as both E)pes of grading
could desEabilize the slope. Most importanE iS control of surface and
subsurface drainage, because increased subsurface moislure usually. is
the element which causes slope failures. Runoff from Alpine Drive
should not be allowed to flow ont,o t.he site. Runof f f rom the
structures should be carried well away from foundations. If the
runoff is concentrat.ed, it must be directed Uo locatsions where it will
not cause erosion or damage Eo the property adjacent on the downhill
side- Drainage from Ehe developed i.,bt. +g on Ehe west side of the site
strould also be controlled so iE does not spread onto Ehe site or cause
erosion.
We undersEand pier foundations drilled into bedrock will support Ehe
Structures, and a Crawl Spage haS been reConmended under the house.
For these conditions, building loads will noE be imposed on the slope
and will noE affect slope stability. A1so, no stnrcEural elements
will rest directly on the ground surface, and any soil creep which may
occur would not have an effect on the stnrcture.
In conclusion, we believe there are no geologic condiEions which will
prevenc development, for a single-family residence as proposed.. we
ieconunend fina-l sige plans be reviewed by a geotechnical engineer
prior to construction, and the foundation. conslruction should be-observed by the engineer to check for unanticipaUed conditions. If
cugs or tiifs werJ made on the stope, or if Sgructural loads were
added to the slope, we would recomnend a compleEe slope. _s_tabilityanalysis be perfdrmed. This would require -additional drillinS ?ldmore comprehensive soil testing. We would be pleased to provide
additional consultation in this regard if needed.
If there are any queStsions, or if we can be of further service, please
call.
Very truly yours,
E.O. CHI'RCH, INC.
T)*---*---e ?,
Damon R. Runyan, P.E.
Geological Engineer
3 copies sent
FritzlenPierceBriner
1650 E Vail Valley Drive, Suite C-l c Vail, Co.81657. (970) 476-6342 c Fax: (970) 4764901
Dec 5 , 1996
Charlie Davis,
Plans Examiner, TOV
Re: Arnold Vail Residence Permit Submittal
Charlie,
If you recall, I submitted the full set of drawings for this house about two months ago, and noted
at that time that the strilctural foundation was subject to change ( re: attached letter dated Oct.
I 1, 96). Ilell it took a while, but at long last, I'm submitting the revised structural drawings.
Also attached is a copy of the Soils Investigation Report and a supplemental letter from Luiza
Petrovska of LKP Engineering. The revised foundation has been designed to comply with Luiza's
recommendations.
As I hqd noted in the previous letter, meeting the TOVs's requirements has had a scheduling
impact on the project. Anything you can do to expedite the review and permit issue would be
appreciated.
Should you have any questions or comments please call me. Thanlcs in advance for your
assistance !
fc: Dominic M, Terry M.
Sincerely,
r0\iil-l':ffi'ffiL:\9604\DOC\TOV l 205.DOC
I
lL/25/199A 15: s1 PA6E AI
Novssrbcr 25, 1996
Mr. Bill Fierce
Fritzlca Picrcc Briner
P.O. Box 57
Vail, CO 81658
Via Fan:4?g90I
RE: Foundctios SrrPPort
(Arnold Rcridcncc)
Irt 45, Vail Villago WGst Filing No' I
Tora of Vail, Eaglc Coraty' Colomdo
ProjcotNo. 9683
Dear Bill:
This lcttcr is ! rupplaent io thc Soil Ed Fotddati<n InvcstigFticn R4ort rmdcr tbe salrro Projcct
Numbcr, dared Novcoba- i, 1996. At thc sitc mcciing; on Nwcmbcr 16, 1996, vrc discrxscd diffcrcnt
attautlves of fouadatio nppcrt for Oo proposca rc.eidcooc o ld 45' Vail Vittagp Wcst Filing No' -l ' in
G" fown or vail. Bill picrcc-;d Datc Srrhh'frorn FPB, Bred Fost€r rod Jdny Panersoa trom Bolcs Custom
Buildcrs, Nonnan C.oggios ftcm CoSSinf lnd Sool' Itd ryrclf' w€re plcrcnt tt thc rcctiltg'
Main conocrn with tho tr6ufrdo qntrm alunaivcr wls oo to dirtrrrb tbc ground surfacc. Dri[ittg
holea for l g to 24-hch dismct fi, conacto piors would rcquiro about l2-fost widc, acccsc rosd rDd a
pirA"r" for tno drill rig. Accoding to Mr, boggm", f."H cqtrPme$t fa dritling ard irrstalliag steel pilcs
rcquires I nnrto$lg( rccsa road
Thc fuul sclcctio ir a f-rodncio syctcm with pilcr. Stoel pil6 o'f s%-inches diamctcr, Sllcd with
-
c@crc1" will bc usoa. ruc botes ior G plrcr'tritt tc prc lnta oa dano4 tho pilcs insstc4 E d thln 6lld
f1h.-"*t", as disc\Bs.d.*itb frrr. CobgiDs (duftrg a tclcphoccorr,-esticrto o Novtmber 25' 1996)' Per
G pr"p*.a iot-a*- asmuty dctai[=Oc pilcs will be tiod with 12"xl2n Fad. bc@s. Tbc erde besms
*l1[i,"fr" grada Ou top of jtri pitcs,iUott thc gndc boaor, lt-iFrr* diatltd€r corrorctc picrs wiII bc
.*.E r"t d pirt of tho piis will bc abovo grldc. T; ft€ top of ec picn thry will connmt tbc atecl columls'
iJ"irf,"-pirol$ n itt . t" bc detcrriia uy tnc structrnt ceginc€O will bc anchutd isto drc hillsidc for
lateral eryPorr- fi,irrg Ar &illiag oporatio vrc rhould bo qresat o a ftlI timo base, to obsa'vo and vcrifr thet the
botom of thc bol,o fa cach pilo ie within Brm bodrock
sraazrsaa{L,<P El.lGIl.EERt*, O
plcaro do not hdilatc to cdl.If you
Sincacly,
lniza
Praklcrrt
I
c|.l['?F6\t,lerw\w'Erocaa6nta.aw'D
rr/25/96 l5;46 TXIRX N0.6075 P.001
FritzlenPierceBriner
1650 E Vail Valley Drive, Suite C-l c Vail, Co.81657. (970) 476-6342 o Fax: (970) 476-4901
October 11, 96
Charlie Davis,
Plans Examiner, TOV
Re: Arnold Vail Residence Permit Submittal
Charlie,
Attached are the plans for the Arnold Residence to acquire the building permit. Several weel<s
ago an issue was raised by the Town Planning Deparlment and Public Worlc department. The
concern pertains to the physical geologic location of the project.
The liming of this could not really have been worse, as we were about to submit for permit and
begin construction. Performing the additional tasl<s this problem has required has delayed us
about a monlh.
In order to expedite things at this point we are submitting the plans as currently designed, for
current known conditions. However, per conversation with both Dominic Mauriello and Terry
Martinez, the permit is not to be issued until the soils (and associated) investigations have been
done and reports issued. If these reports address specific construction requirements (drainage,
foundation design, etc.) we will adjust the plans and submit them to replace any appropriate
drawing sheets. The majority of the plans should not be afected.
Please call me ifyou have any questions or comments. Thanlcs!
Sincerely,
Dale Smith
Architect
fc: Dominic M, Terry M.
L:\96&\Dt-x;r-TOV l0 t I.DOC
REF,Trsl TOWN 0F UAIL| COLORRDO
lt/19/s7 @7t3Q REOUESTS FOR INSFTECTIUN WORK SHEET$ FORtll/19/97
==========iii==============================:============g==
Aet ivity r 896-03Ee I I/19/97 Type: B-BUILD Status I
PAGE
AREA: trD
-----------L
I55UED Constl r NSFR
j
16
Addrbss: 1887 ALPINE DR
Location: l6e7 ALFINE DR
Faree I : 8103-133-07-er15
Descri pt i on : NEt'l SFR
Rpplicantr BOLES CUSTOM BUILDERST INC
Owner: ARNOLD 9TEVEN K
Contractor: BOLES CUSTUM BUILDERS. INC
Oce: 0AO7 Use: V N*
Fhone: 3S39363?03
Fhone:
F'hone: 3O39€63POP
Locke, Holds,
RCTIVITY.
Not ice:
Not ice:
Notiee:
Not iee l
Notice:
Not ice :
and Not ices. . . .
Hazar"d study hae been provided and is approved.
Notel Site located in a geoloqieally sensitve area-soils
ADDITTONAL LETTER STATIN6 THAT THE CONSTRUCTION WILL NOt
iNCREASE THE HAZZRRD TO.THE SURROUNDING F.ROF.ERTY OWNERS NS
I^'ELL AS A STATEHENT THAT THE CUT FOR THF DRIL.L, RI6 F'LATFT]RM
WILL NOT DESTABILIZE THE SLOF.E REGUIRED
Inspect ion Request
Reqr-rest or: $TEVE
Req Time: 88:OlZl
Items requested to
€iliJoget BLDE-Final
Inf or'mat i on. . .
Commeirt s: D00R
be Inspected..
F,hon e r 9E6-3P0tE
IS UNLOCKED
Act i on Comment s
-AdN.€A ^* BU tr/lffie lU.rAQg*_._*
Act i on: AtrF R
Action: AtrF'R
AF,PROVED
AF,F'ROVED
SOIL.$ REF'RT
wi nt er prot
pri on to any
E PADS RND
AF,PROVEDnot nead y
FOUNDATITlN
ILC ROUTED
AtrF.ROUED
AF'F.RtrVED
APPROVED
APPRT]VED
Ti me Exp
RECE I VED
requ i r.edfurther in
BRIDGE BEAI{
SOUTH BRIDGE
TT} DT]MINIC
Inspec
It
Item!
Iten:
Iteml
em : ?tO5Ol Fl",l-Temp. acc'ess/drainage
Q9/ 13/57 Inspector': LF
orASrAe F,hl-Ror-rqh gFade
AS/LZ/97 Inspector: LP
OtaSraS PH-Final driveway gr.ade
It er:
OtAertA BLDG-Foot inqs/St ee I
Ie/LU/96 Inspector: CD
@e/?3/97 I nspect or': CF
Notesr eng field inspection
o4/13/97 Inspeetorr D$
OOO8O BLD6-Foundat i onlSt ee I
o,3/LL/97 Inspeeton: EG
@4/L7/97 Inspector: DS
A4/Ig/97 Inspeetor: DS
CI@9.?A FLAN-ILC Siite trlan
Qt6/ IU/97 Inspecton: CD
@6/ Lt,/97 Inspectorl D0ltlINIC
O0Cl3gt BLD[i-Fran i ng
Actiorrr NOActionr APtrR
report reqr d
Action: AFFR
Action: AtrPRActionl DNActionr AtrF,R
Actionr NO
Act ionr AFtrR
Aet i on: APtrR
Action: AtrtrR
Actionr AtrtrR
i
I
Item r
Item:
07/@7/97 Inspecton; DS
Iten : OO05O BLDG-Ingulatlon
A7/ILl97 Inspeeton: DS
Iten: 0606A BLDGi-Sheetroek Nail67/eLl97 Inspectorr LtrV
NoteEr ADD DEW RCICH SH0t"lER.
ONE NALL BCffEEI.' DOI^IN,
It en : OO'a7O BLDGI-Mi sc.
)
^
rrr rF r |\ rFrrFF'l t r"1r I
I
REF,Tlsl TOWN OF VAIL, trOL0RADB pA6E l1IL/Li/97 67t3@ REOUESTS FtrR INSFECTION l.lORH SHEETS FOR:Lt/Lg/97 AREA: CD
Iten: OO@94 BLDG-FinalIter: @6530 BLDG-Tenp. C/tr
o4/LA/97 Inspector: DS Action: AFF|R AtrtrROUEDlt/o,s/i7 Inspeetor: ART Actionl DN Hech final denied.lL/17/97 Inspeetor: CD Aetionr APtrR AtrtrROVED
Notes: A TCO IS ISSUED FRUVIDED THAT THE GAS LOG F/p LOCATED WIT
THE MASTER BEDROI]FI IS f{NDE INI]trERABLE UNTIL A CO DECTECTOIS ISTALLED WITHIN THE BEDROOM. IN Ntr CASE WILL THIS TYPE
AFPLIANCE BE flLLOWED WITHIN A BEDROOIVI IN THE FUTUREIten: OS53e FW-TEMtr. C/O6t/e3/97 Inspeetor: CD Aetion: NO CONTRACTOR OWES titt- NoteE: A TCU [,ILL NOT BE RptrROUED UNTIL FUBLIC I.,URKS BILL
oF 1947. S9 IS pAID
ll/64/97 Inspector: LF, Action: AtrFR AFtrROVED
Itenr 04533 FTLAN-TEMP. C,/BIten: OO537 PLAN-FINAL C/gIten: 0@539 FW-FINAL C/O
LL/V4/97 Inspecton: LFt Aetion: APtrR RtrFROVED
Item: 0Q54A BLDG-FinaL C/O
6'o
J \ jinll
REFT131 T0HN OF VAIL, C0L0RAD0
LI/t7/97 16:31 REOUESTS FUR INSFECTION WURK SHEETS FORztt/ 3/97
F.AGE 1
AREA: CD
0cc: OOOT Use: V N
Activity: 896-A3PP lL/ 3/97 Typel B-BUILD Status: IS.9UED Eonstr: NSFR
AddresE z L8ic7 RLF'INE DR
l-ocat i on : 18P7 ALF I NE DR
Farcel : ElO3-133-07-415
Deseniption: NEW SFR .1
Applicant: BULES CUSTOM BUILDERS' INC
Owner: ARNULD STEUEN KContraetor: BOLES CUSTUM BUILDERS' INtr
Fhone: 3O39E63EEE
Fhone r
F,hone: 3O39E6SPOE
Locks, Holdst
ACTI U ITY
Not iee:
Not iee:
Not ice:
Not iee:
Notice:
Not ice:
and Not ices. . . .
Hazar.d study has been provided and is appr"oved'
Note: Site located in a geologically sensitve ar"ea-soi 1s
ADDITIONAL LETTER STATINB THAT THE CONSTRUCTION I^JILL NT]T
INCREASE THE HAZZARD TO THE SURROUNDING trROF'ERTY OHNERS R5
WELL AS A STATEFIENT THAT THE trUT FT]R THE DRILL RIG PLATFNFM
I^IILL NOT DESTABILIZE THE SLOPE REAUIRED
Inspect ion Request Inf or'nat ion. . .
Reqr-restor": STEVE - B0LES
Req Tine: OB r €ttZl Comments:
Iterns reqr-lested to tre Inspected..
tZllZtSSrZl BL-D6*Temo. tr /O
Fhone: 9t6-3t€tE
me Exp
Inspect i on Hietory.....
Itenr : raa5mf F'W-Temp, access/drainageA9/L3/97 Inspector: LF fleti
It em : IAIASOP Frt^l-Rouqh grade
$9 / L5/97 Inspect or*: L-F Aetionr AFFR
Item: OOEAS F|W-Final dniveway qrade
Iten : ClA6lgt BLDG-Foot ings./Steel
LA/lA/96 Inspector': trD Action: N0
@e/?3/97 Inspector: CF Action: AF'trR
Notes! eng field inspeetion report neqtd
A4/L3/97 lnspector: DS Action: AFtrR
Iter: OOOPO BLDG-Foundat ion/Steel
Q3/lL/97 Inspeetorl EE Aetion: APtrR
@4/17/97 Inspeetorr DS Action: DN
A4/ lA/97 Inspect'or: DS Act i on I AFtrF
Itenr AAS8O PLAN-ILC Site trlan
Q6/lA/97 InsPeetor: CD Aetion; NO
016/tll97 Instrectorr DUItlINIC Actionl AFtrR
Iten! BO03A BLDGi-Franing
07/O7/97 Inspeetor: DS Action: AFtrR
Iten : A0OSA BLDG-Ins'.rlation
@7/LI/97 Inspectorr DS Action: AF'FR
trtemr A@O|A BLDG-Sheetrock Nail' q7/eLl97 Inspector: LF'V Action: AFtrR
Notes: ADD DEtt RUCR SHUI^JER.
ONE I"IALL SCREEW DOI.IN.
Iten: 0,A0l7A BLDG-Misc.
..ta\ , a { ,l\'t t- --- Fn
AF,F.RNVED
SOI LS REF.RT
wi nt er prot
pri or to any
A F,ADS AND
AF'F.ROVEDnot ready
FOUNDATION
ILC ROUTED
HFtrROUED
APF'ROVED
RPPRT]UED
APPROVED
RECE I VED
requ i red
further in
SRIDGE BEAM
SOUTH BRIDEE
TO DOFIINIC
/S-r
OVED
'aaa.i ^- - nrrfrct I al"r|-Jr t t\lerrcfaT I rtil
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-479-2t38
Job Address...:Locati-on......:
Parcel No.....:
Proiect Number:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
ON .]OBSITE AT ALL TIMES
Permit #: M97-0090
AppLrcANT ROBTNSON PLUMB/HEATTNG SQUAW CRK
P O BOX 64, EDWARDS CO 81,632
coNTRAcToR ROBTNSON PLUMB/HEATTNG SQUAW CRK
P O BOX 64, EDWARDS CO 8L632
OWNER ARNOLD STEVEN K
PO BOX 753, ARLINGTON TX 76004
Description:
MECH FOR NEW SFR
Fi reptace Information: Restricted: Y fot Gas AppIiances:
].827 ALPINE DR
1827 ALPINE DR
2103-123-07-01s
PRJ9 6-0181
Status. . .
Applied..
Issued. . .
Expires. .
Valuation:
fof Gas Logs: 2
I S SUED
o6 /06 /Lee7
o6 /06 /tee7
12 /03 /7ee7
Phone: 3039263859
Phone: 3039263859
12, 500.00
fof l.lood/Pa t tet:
**************************************i*****************f** FEE SU14llARY **********************************************************
l'lechani ca t---)
Ptan check--->
Invest igat'i on>
lJi tt Catt---->
Item: .O51OO BUILDING DEPARTMENT DepT: BUILDING Division:O6/06/L997 CHARLIE ACtiON: APPR CHARLTE DAVISItbn:'05600 FIRE DEPARTMENT Dept: FIRE Division:
CONDITION OF APPROVAL
].. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. COMBUSTION AIR IS REOUIRED PER SEC. 607 OF THE ].991 UMC.3. INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS ANDTO APPENDIX CHAPTER 21 OF THE 1991 UMC.4. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 ANDSHALL TERMINATE AS SPECIFIED IN SEC.906 OF THE 1991 UMC.5. ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.5O5 AND703 0F THE 199L UMC;6. BOILERS SHALIJ BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNI,ESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.7. PERMIT,PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM PRIOR TO AN INSPECTION REOUEST.8. DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATERSUPPLY BOILERS SHALL BE EQUIPPED WITH A FI,OOR DRAIN PER SEC.21L9 0F THE 1991 IJMC.
********************************************************************************
DECI-,,ARATIONS
I hereby acknovtedge that I have read this apptication, fitted out in fuLL the information required, conpLeted an accurate ptot
260.00 Restuarant P [an Review-->
65.00 DRB Fee--------.OO TOTAL FEES-----
3-00
.00 Total Catculated Fees--->
-00 AdditionaI fees--------->328.00 Totat Permit Fee-------->
Payments-------
328.00
.00
328.00
528.00
Dlan, rnd statc th.t att thc info.r.tlon pro\rided a3 rcqui rcd i3 corrcct. I !gr.c to copty vith thc infom.tim lnd Plot ptrn,
io c6rpty with att Toun ofdinrnccs lnd state tavs, cnd to build thi3 sttucturs according to thc Torn's zoning and 3ubdivision
codcsr'dlaign revicv approvrd, Unltorr Buitding codc.nd othcr ordinanccs of thc Tom appticrbtr thcreto.
REOUESTS FON INSPECTTO S SHALL BE
'IADE
IUENTY-FOIIR }IOI'RS IN ADVAI{CE BY
srcilATuRE Ot OlnEn 0R coNT[AcroR Fon HlisELF
T OI'R OFFICE FRO}I E:q) A 5:(x) Pil
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Pernit #: P97-0063
APPLICANT ROBINSON PLUMB/HEATING SQUAW CRK
P O BOX 64, EDWARDS CO 81632
CONTRACTOR ROBINSON PLUMB/HEATING SQUAW CRK
P O BOX 64, EDWARDS CO 8L632
OWNER ARNOLD STEVEN K
PO BOX 753, ARLTNGTON TX 76004
Description: PLUMBING FOR NEW SFR
Job Address
Location. . .
Parcef No..
Project No.
1827 ALPINE DR
1827 ALPINE DR
2LO3-t23-07-015
PRJg 6-0181
.00
209 .25
Status. . .
Applied..
Issued...
Expires. .
TotaI Catcutatcd Fees---)
Addi tional. tees--------->
TotaI Permit Fee-------->
Payments-------
I S SUED
o6/06/|ee7
o6/06/1.ee7
12 /03 /tes7
?o9 .25
.00
209 .?5
?o9 .?5
Phone: 3039263859
Phone: 3039263859
Valuation:10, 679 . 00
************t*********i***********************tt*********** fEE sut4llARY t******************t**************************************
P Lunbi ng----->
Ptan Check--->
Invest i gation>
tli!t catt---->
Restuarant Plan Revi er,-->
TOTAL TEES-----
165 . 00
41 .2s
.00
3.00
***************************************************************************************illlIii-lli;;;;;;;iiiiiii************iff***
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:06/06/L997 CHARLIE ACtiON: APPR CHARLIE DAVISItbm:'05600 FIRE DEPARTMENT Dept: FIRE Division:
****ft*********************************t****************************************t****l********************************************
CONDITION OF APPROVAL
**********************************************t*********t********H******************tt*************************i*****************
DECLARATIONS
t hereby acknovtedge thst I have rcrd this rpplication, fitted out in ful,t the informrtion rcquired, compteted an accurate p(ot
ptan, and state that atl the information provided as requircd is correct. I agree to compl,y Hith thc information and ptot ptan/
to compty uith al.l. Tovn ordinances and state [avs, and to buitd this structure according to the ToHn's zoning and subdivision
codes, design reviev approved, uniforn Buil,ding Code rnd other ordinances of the Town appti e tharato.
REAUESTS FOR INSPECTIONS SHALL BE IIADE T}IENTY-FOUR HOURS IN ADVANCE BY T OUR tcE FROII
AND OI,INER
t*ConcacE Eagle County o"".""or*f 1""
![ ac 970-328-8640 for Parcel /l . TOWN OF VArL CONSTRUCTfO
fUPARCEL
/l: alo) -lz1-oa-o''' PERMIT APPLI.ATT.N F.RM
DATE:_(c -6 -f f
, APPLICATTON,MUST BE FTLLED OUT COMPLETELy OR IT MAV NOT BE AccEpTED
x***************************** PERMIT INFORMATJON *****************************tl .- ./-I l-Building g/-elunbing [ ]-Electrical Jvf-r'lechanibal [ ]-other
rob Name: Job Addret", 18d7 Al4,,rf At
Legal Description: Lot Block-- Fi1irg sugDIVISIoN,
I\AOwners Name: Af holc.l{ Address: ph.
Architect: _ Address. ph.
General Description:
./Work Class: t"J-New t
Number of Dwelting Un
o
N
(Pretsb-ore,)
PERr'lrr /r Pelg6-o/i
F,&r
ar'
l-Alteration [ ]-Additional [ ]-Repair [ ]-other
its: t Number of Accommodation Units:
^fnber
and Type of Firepraces: Gas Appri".r""=- 1 cas Logs Z wood/pellet_vrt********************************* VALUATIONS *********************************rl
Electrical Contractor:
Address:Town of Vail Reg. NO.
Phone Number:
Plumbing Contractor:Address: -P,o. A>. t^2
=6663
rlstu Town of VaiI Reg. No. /5?-/)
zOe4oPhone Nunber: 3zt -s;E---
Town of VaiI Reg. No. /57-pPhone Number: qZ,-- 3P€lq -
Mechanical Contractor:
Address:
******************************** FOR
BUTLDTNG PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERI'TIT TEE:
ELECTRTCAL FEE;
OTHER TYPE OF FEE:
DRB FEE:
VALUATION
oFFrcE USE *******************************
BUTLDING PI,AN CHECK FEE:
PLI'IIIBING PIAN CHECK FEE:MECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CIEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
.*,,,r -'a*
Connents:
CLBAN IIP DEPOSIT REFITND TO:--Pnqtu ? 1 J3ro Rb ?oa,^s.r'y
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TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2138
E tect ri ca t--->
DRB Fee
Invest i gat ion>
t,li l,l, Cal, t----)
Job Address
Location. . .Parcel No. .Project No.
93.00
.00
.00
1.00
ISSUED
0t/22/rse7
0L/22 /Lee7
07 /2t/Lee7
75772Phone: 30382
Phone : 303A275772
146.00
.00
146.00> 146.00
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit *: 897-0010ELECTRICAL PERMIT
1827 ALP]NE DR
].827 ALPINE DR
2103-123-07-0L5
PRJg6-0181
81645
816 45
7 6004
Status. . .
Applied..Issued...
Expires. .
APPLICANT EAGLE VALLEY ELECTRIC
P O BOX 1116, MINTURN CO
CONTRACTOR EAGLE VALLEY ELECTRIC
P O BOX 1116, MTNTURN COOWNER ARNOLD STEVEN K
PO BOX 753, ARLINGTON TX
Description: ELEC FOR NEW RESIDENCE Valuation:14, 430 . oo
*********************************************************** FEE SUl.lltARy *************************************************t********
Totat Catcutated Fees--->
Additionat Iees--------->
TotaL Permit Fee-------->
Payments
ToTAL FEES---> 146.00 EALANCE DUE----.00
**********************************************************************t*********************i*******Jcft*************t*************
IteB! .06000 ELECTRICAL DEPARTMENT Dept: BUTLDING Division:oI/22/1997 CHARLTE Action: AppR FOR ERNSTItem:'05600 FIRE DEPARTMENT Dept: FIRE Division:
**************************************ff****************************t***************i**********t**********************************
CONDITION OF APPROVAL
1. FIELD INSPECT]ONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
************************************************************************************************ff******************************
DECLARATIONS
I hereby acknovLedge that I have read-this appl.ication, f il,l,ed out in futt the information requi red, compteted an accurate ptot
Ptan, and state that atl the information provided as required.is correct. I agree to compl,y viith tire information and pLot irLan,to conPl'y vith aLl' Town ordinances and state [avs, and to buil.d this structure according io-the Tovn's zoning and subdivis.ibncodes, design review approved, Lrnifofm Buil,ding Code and other ordinances of the Town appticabLe thereto.
REoUESTS FOR INSPECTIoNS SHALL BE IIADE TI'IENTY-FoUR HoURS IN ADVANCE BY TELEPHoNE AI 479-2138 OR AT OUR OFFICE FRolt 8:o0 Al,t 5:00 pll
rair
SIGNATURE OF OI'NER OR CONTRACTOR FOR ELF AND OI,INER
****************************************************************
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0244 Amount:
Paynent Method: CHECK Notation: *13253
146.00 0t/23/e7 r.0:39Init: CD
146.00
****************************************************************
Permit No:
Parce] No:Site Address:
Location:
Thie Payment
Account code
01 0000 41313
01 0000 41313
01 0000 41336
E97-0010 Type: B-ELEC
210 3-12 3-0? -015
1827 ALPINE DR
1827 ALPINE DR
ELECTRICAL PERMIT
Total FeeB:Total ALL Pmts:
Balance:
Description
ELECTRICAL PERMIT FEES
TEI'{POR,ARY POWER PERMITS
WILL CALL INSPECTION FEE
146.00
146 .00
.00
Amount
93.00
50. 00
3.00
FRT}1
t_,IAr ,;l!,
: P:lnastrri c Fru< Sl€TE'l P|.II.E l',I].
TOIIN OF VAIIJ @NS:[R['CTTON
PERUIT TPPIJCATIO}I FONTIDalE: llea,qf-
Address:
Address:
Jan. 2. tg)? L9,is€Fn f2
PEnurr e%Ier: 6llo3 -l;)3-D'l-Dt5
fr6cp-.@sr
. APPI.ICATION UUST EE.FILI;ED OTII COUFIJRTELY OR IT UAY NOT BE ACCEPIED
f *****r*****!t******r********** pg1611r rN3o15d'g1o1 r*t*r******+*+************j**
r'l,-[ l-Buifding I l-Plulbing Xl-rfestrical . [ ]-ttechanical I l-other
Job llaael 'ilob Addrees:
I€gral llescrl.ptLon: Lot- . rlock_-], .filirrg , susprvrsrou, ;
Owrtcrs l{aEel
lrcbLteqt: -
eeneral r}escrlptton: .,DOjrr R4€tdo-rnCg _
woikc1assr#I-x"'[l-A1teratJ'on6]-ldditional[]1n*p.to[J-otber-
Nurber of nnelllng Units: ,..1
'xunber: of, Accornnod"tion Unite:
l* *******'* t*', * tL * 1* t, * * :r * ta *t* **
Eeneral Contractor:
Addresg:
ET;Contractort
Addressr t'lD.
P1unblnE contractor:
Address:
tlechanlcal contractor:
Address:
*r*l***********i**t*!r*!r********* FOR
SUTT,DNIC PERIIIT rEB:
PIOUBII|C PENUIT PEB:
ITECHAIIICAI, PERITI! Fts8S
EI.BC:TRICAI. FEEI
OIItsER lgPE Otr FEE:
DRB EEE8
CONTmAqDOR INFORI'AIIIOtr * * * * ** ** * * ****** * !t**t ** * ***. Towl| of, VaLl Beg. NO.
Phone lil\rbber:
,trrg.llown of vail
Phone Nurbers
Torilrr of Vail Reg.
Phone Nunb€t:
Tosn of VaiI Reg. tfo.'Ptrone lillruber:
OFFICE USE
BT'TIJDII|G
*!t a ***ra * * !t* * *r* *********t*t**a*
-gt,AN CEECIS EEB:
PIJUBIISG PIAII CHECT IEE:
I.IECTIAIIICAI, PIAI| CFECK FEE:
NECRENTTON EEEI
CI;EJAN-UP DEPO.SIT:
rC}IIAL PERIIIT FEES!
BUIIDfnc:.
STGNA|ITIRET
ZONINGS
SIGNAIITRE:
FRn : Panasaric FnX SrSTEll O
EAAIEUAIJfrEtgc'n'c,NC
P.O. &t( tt16
vNL"6Erffi
97&&2tr'.7ngt&7&#FI)<
P}{}E M]. :
FACSIMILIE COVER SHEET
lrlrllccorst fl alr*rarr* flrstor'rtotrlrort
O Jan. 2. 199? 1E:sfr{ P1
Dus't 'fl*,tn"u,
Td
',|gf4,
rdod,f c'Yc' w.
I
f r*.r, tt zLa3-r23-07-015
O *o* oF vArL "o"rr*u"rrJ PERI'IIT II
PERUTT APPLICATTON FOR!{896-0322DNIE. or/22/91
t APPLICATfoN MUST BE FILLED OUT COI'|PLETELY OR fT I.!AY NOT BE AccEpTED
X**********************!r****** PERI{IT fNFORI.lATfOll **************************i**rl []-Bui1ding[]-P1u'$in9[X]-Electrlca1[]-Mechan1ca1[]-other
Job Nane: Arnold Residence Job Address: 1g27 Alpine Drive - vail. co
Legal Description: Lot BIock
OTners Name: Steven K. Arnold Address:
Architect:
ceneral Description:
work class: [X]-New [ ]-Atteration. t l-Additionat I J-Repair [ ]-other
Number of Dwelll.ng Units: L Nunber of AcconnodatLon Units:
lP*"=
and Tlpe of Fireplaces: cas Appliances
{*
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VADUATTONS
Electri
Address
Contractor:
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
PLT'I.'BING PERMIT FEEs
IIECEANTCAL PERI.IIT FEE:
ELE TRICAI FEE:
OTHER TYPE OF FEE:
DRB FEE:
Box 753
Address:
Gas Ipgs Woodr/pel1et
*********************************
Reg. NO. 156-E
827-5772
Reg. No.
Reg. IiO.
FOR OFFICE USE *** ** ************** *** ** *******
BUTLDTNG PIAN CHECK FEE:
PLWBTNG PLAN CEECK FEE:
MECHNTICAL PIAN CHECK FEE:
RECREATTON FEE:
CI-,EA}T-UP DEPOSTT:
TOTAIJ PERI.IIT FEES:
BUTLDTNG:
SIGNATI,'RE:
ZONTNG:
SIGNAITIRE:
BUILDING: $ ELECTRTCAL: $ 14.430.00 OTHER: $
rlLnMBrNG! S !,rEcHANrcAr, $- ioril;
--_
r;****************** ** ******* CoNTRACTOR TNFORMATJON *********** ****************f Eeneral Contractors _Address:
Tolrn of Vail
Phone Nunber:
Town of VaiI
Phone Nurnber:
Town of Vail
Phone Nunber:
CLEAN IIP I'EPOSIT RETI'uD IO:
VALUATION
TOIYN OF VAIL
75 South Frotttagc lload
ltail, Colorodo 81657
970.479-2 I 3 8/479-2 I 39
IUX 970.479-2452
I) t: pn r t u c t ol Coununi ty D^,c lopttr c tt t
COMMUNTTY DEVBLOPMENT
FAX'I'RANSM I'['rAI. SIIIiNT
// ol: l)n cDS lN l)ociuMllN'f(s) (Nol'tNct.uDlNC covfil silEt.rt')
rr I jsPoNS ti lUiQUt tltif)'i
.Sl:N'l'llY:
.|.owNoFVn|l.CoMMUNlTYD|lV|]l-oPMl]NTFAxtt:&
l'owN ol? vAIt., coMMUNl-ry DDVET.OPMEN'l'TELEpt{oNE /t: ( g70\ 47g-zt3g
P,ct UP
COMPANY NAMt]:
rr^x'I'ti !,tit't toN D N Ul\
l;llOlr4:
spECrAt- coMMENrs AND NorES, Be/rrD { r+opE' flfiS
LraiBLL, F.znsa Catne t^J 4lro
t**rzo UPrl
ct/
1,frutf 6Dt0Rr5tal.F&\r
{p r'"""'o,u,*
'OIYN OF VAIL
i Sotttlr Frotttogc lharl
til, Colornrlo 81657
/0.479-2t38/479-2t39
,tx 970-479-2452
Dcpa r t tttc u! o! Cotnrnunity Dcvc lop tttc tt t
COMMUNITY DtrVOLOPMBNT
l:flX'l'R A NSM l'f'f A I i.,!S I I li IiT
COM|'/\NY N(ME: -Pare, A4@L*.a,
I
lr^x't'rit.t,I'f roNIi NUNtrlElt;_ 4t-7_6. ^/tr
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t( t;sjt'oNSli llDQUt Ruf)'/
Sl:N'l'llY:
'l'O\\/N OI; Vn ll, COMMUNIl'Y Dllvlll,Ol,MllNl' FAXII: (.c)70\ 479-?.452
'l'OWN Or VAlt, COMMLJNIIY DUVlll,Ol,MljNT Tllt,EPl{ONIl #: (27Q)!lg2ll8.___
/
SPIICIAl, COMMIINI'S AND NOTIIS:
l .t\lRfolDfcF$rl ta\ tR\l
$ ^n"r"rro
ru"r
::* "4 'q u'?LPn
ry
B0|-Es"-{*r.ba-l5
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|lA 8. Mcrdow Dhr!. $dtc 190
vrll Colcr& 11657
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lac pbr rad tic b*tr rre rtt idrllcd a ftir rbr. frr 3rr- brar rcE foncd md rcct it $t ft r ni&&y pour
Hrorrvu. ft rc bvc bcar &mcd pcr rhc plor ud rpocifrrtiona Frrtlgtnoc. thc alcl phcon*t L prr lhc
pbar rld Dcdficrissi c*cetfot fu cs!.rC E tr wDcrc ll rbruF !t qrrgtdy n&14. Tlr* te bht
dolivcrtdmorrow norail|E.|!dCtldhvill imre ftdULy rrc hrblbd picto lhccmrur plrccaatt.
Pt r;c &.t fitt !o cdl mo if you hrw rny qdioru of oonncc on ttrir poioct
P!61.!ml
Fr!|n: llm goyL BryL Endh..dno, bc. td: t70r{78.('*t Volc.: et0J,lt5.ll70 To: SLv. S.nch.t * 9c1.. Curtott| l{d.rr
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Ptp2 ot2 Fddry,&.r. /r,187 12r',,1L?l
Boyle Enginccring, Inc.
143 E- Meadow Drive. Suite 390
Vail, Colorado 8165?
Datc:
Job Nunber
Project:
Location:
Contactor:
Ovyner:
Weather;
Prossnt at Sire:
6-21-97
9635
Arnold Residence
Vail, Colorado
Bolcs Cuslom Bl&s.
Steve Arnold
Partly cloudy, ?0 deg
Tim Boyle
Stephanie Lord
FrlElctrPlcrc€Brlncr Archltecturc
1650 E. Vail Velley Drive, Suite C-t
Vcil, Colondo 81657
Field Report
Thc following items wer€ obselred:
The frarning is esscntially complete at this time. The only items rcrnaining are the Kitchen Deck extensions which I
have coordinatcd with your offrce, and Entry Bridge rails. I am pleased to starc that thc framing has been completcd
according to thc plans and spccifications cxccpt for drc couplc of modifications that have been coordinated between
yourself, the conractor and me.
feel frce to call me ifyou have any quesdons or commen$ on
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HEAT-N-G!O
Model No. 6000WFL-NF
SerialNo. 1SSZ0
U.S. Patents 5,429,495
MODELS: 8000TVFL, 6000TVFL
Installation and Operation Instructions
A.G.A. Design Certified
and CGA Gertified
THIS MANUAL MUST BE USED FOR INSTALLATION AND RETAINED BY THE HOMEOWNER FOR
OPERATION AND MAINTENANCE.
xeer-ut nnepucE p.oD.tcrs,,*". )
TOTHECONSTIMER:
FILL INTHIS INFORMATION AND RETAIN FON REFERENCE.
MODEL:
SERIAL NUMBER: ..........ii.;......
DATE OF INSTALLATION:
TYPE OF GAS:..........
u
MODELS: E(M|TWI. 60NTypL Page 1-
) rrn -r-nro r,rrrrn"r r*ofir,,rr.
READ THIS MANUAL BEFORE INSTALLING OR
OPERATING THIS APPLIANCE. PLEASE RETAIN THIS
MANUAL FOR FUTURE REFERENCE.
WARNING: lf the information in this manuat is not followed exactty, a fire orexprosron may r:surt_causing property damagre, personar iniurv or rossof rrfe.
,
FOR YOUR SAFEry
What to do if you smelt gas:
. Extinguish any open flame.. Do not try to lighi any appliance.. uo.not touch any electrical switch; donot use any pho-ne in your buildin!.. lmmediately call your gas supplieirom a neaghbor's phone. Follbw thegas supplier's instructions.. lf y.o-g cannot reach your gas supplier,call the fire departm-ent. -
FOR YOUR SAFETY
Do not store or use gasoline or
other flammable vapors and liquids
in the vicinity of this or any other
appliance.
copyrighr 1ee6, Hear-N-o,. r,*l',i""'!ill,i;i;3;,lll?rltli::lr,ehway 13,savase, MN s5378
Page -2-
MOD EIS : 80A0TV F I. 6M0TVF L
near-n-D nnepucE p.oD.!crs,,r". )
SAFETY AND WARNING INFORMATION:
' Read 8ll instructlons caretutly belore slarting installatlon. Failure to tollow theseInstallation Instructions may resull ln a posslble iire hazard and trrill void the warranty.
Prior to the lirst flring, rcad the operatlon Instruction sectlon ol this manual.
Do not use thls appliance lt any part h.s been under water. lmmediately calt a quatifled service rechnician toInsPecl the unlt and to replace any part of the conlrol system and any gai contrct whlch has been unoe*"i"..
Thls unlt ls not tor use wlth sotid tuol.
Installatlon 8nd repalr should be done by a quallfied servlce person. The appliance and venting system should beinspected beiore Initial uae. and. al least annually by a professional service pe-on. t,tore treiuent cleaning mavbe r€quired due to excoasive lint from carpeting, tedohg materlal, etc, lt ls lmferative thai rhe unit's c6ntolcompartment' burneF, and clrculatlng air pasaageways le kept clean to provioe tor adequale combuston andventllation alr.
Alw-ays keep the appliance area clear and lree trom combustible materials, gasollne, and other llammable vaporcand liqulds.
Nev€r obstrucl the flow ol combustlon and ventllatlon air. Keep the front of the appliance clear ol all obslaclesand materials.
Due to high temperature, the appllance should be located out of traftlc areas and away lrom fumilure and draper-ies. clothlng or flammable matertal should not be placed on or near lhe apprrance.
children and adults should be alerted to the hazards ol hlgh surlace temperature and should stay away to avoldbums or clothing lgnition. Young chlldren should be carefully supervlsed'when they are in the same room as theappliance.
These unlts MUsr uso one of the vent systems described ln the ventlng section of this manual. No other ventsystems or components may be used.
Thls gas firsplsc€ and vent assembly must be vented dlrectly to the outside and must never be attached lo achimney serylng a separate solid fuel buming appllance. Eacir gas applian"" ru"t use a separate vent system-common vent aystems are pmhiblted.
Inspect the external vent cap on a regutar basls to make sure that no debris ls Interfering with the air flow
The glass door assembly 8nd the tdm door lsscmbly must be in place on the fireplace belore the unlt can beplaced Into sate operetlon.
Do not operate appliance wlth-the glasa door removed, cr.cked, or broken. Replacement ot the glass door shouldbe dono by a licensed or qua tied peBon. Do not stdke or stam the glass door.
The glass door assembly shstl only be replaced ae a complete unlt as supptied by the gas flreplace manufacturer.No substltute matedal may be used.
Do not use abraslve cleanerg on the glass door assembly. Ilo not attempt to clean rhe glass door when it ls hot,
Tum off gas before servlclng appliance. lt b recommend€d that a compotont servlce technlcian perform anapplicable check-up al the beginnlng ol each heatlng seacon.
MODEIS: EUMTVFI. 60@TVFL Paga -3-
) ,rn -r-nro FBE,LA,E pnoOr",,r".
FIGURE 1
MODEL: 8000TVFL
t6 l/4 (3Ct mm)
30
fr@ mm)
UNEACCESS rEtr
(219 mm)
3 3rB (80 mm)
TOP STANDOFFS
TEMPERAruRE
UMITSYYTTCH HOOD
D@R
TRIM DOOR
otl ]|m)
ACCESS
@NTROLS & SWTTCHES
MOD E IS : E0MTV F I. 60(nWF L
Page -4-
x eer.n.elt a EpLAcE p*oD.t crs, t Nc.
MODEL: 6000TVFL
6|TAIOOFFS
VENTCOLUR
6 lt? (t65 mm)
gllssDooR
LOWEB GRII.IE
F^NN€ PIAIEIIBELS
GAS CONTFOTS & STVITCHES
FIGURE 2
GAI; UNE
ACCESS
35 1/,0'
(895mm)
218
(dhm)
7 111.
0E1mm)
281t2'
/i\. (+-J\i-./
E-ECTRICAI-
lccEss
41'(l.rm)3Ia|
(89mm)
(533mm)
MODEIS : EMLTVFL, 6A0OTWL
GAS UNE
rccEss
Paga -5-
) rrlr-r-nro FtREpLAcE p*oQr",,r".
I. APPROVAL LISTINGS AND CODES
A. APPLIANCE CERTIFICATION
These models have been tested to the certification standards and listed by the applicable laboralories as shown in the table:MODEL LABORATORY TYPE
sOOOTVFL A,G.A./CGA
GOOOTVFL A,G.A./CGA
NATURAL VENT DECORATIVE
NATURAL VENT DECORATIVE
CERTIFICATION STANDARD
ANSt 221.50/CAN/CGA 2.22
ANSt Z2 1.5o/CAN/CGA 2.22
B. INSTALLATION CODES
Consult your local building code agency, prior to installa_
lion, to ensure compliance with local codes-including per_
mits and inspections.
Installation musl conform to local codes. In the absence
ot local codes, installation must conform with the current
National Fuel Gas Code ANSI 229.1 (in the United States)
or with th€ current installation code CAN/CGA - 8149 fi;Canada).
The appliance when installed must be elsctrically grounded
in accordance with local codes; in absence of locll codes,
wilh the cunent National Electric Code ANSI/NFpA No.7d
(in the United States) or with the current CSA C22i. Cana_
dian Electric code (in Canada).
These models (natural gas and propane) can be installed
in a bedroom (in the United States) whiih has a total vol-
ume oI unconfined space appropriate to the particular in_stallation. Reler to the National Fuel Gas Code ANSI7223.1lNFPA 54 - (current edition). The Unilorm Mechani-
cal Code - (current edition), and local Building Oflicials for
the options allowed in obtaining an effective bedroom vol-ume of unconlined space.
Mo.del 6000WFL (natural gas and propane) can be in-
:lll{il" bedroom (in Canada) it a rhermosrat (Model
WH-STAT) is instailed with the unit. Consutt locai code
aulhorities. Detailed installation instructions for ModelWH-
STAT are included with the kit.
Two types of gas conlrol syst€ms are used in these mod_
ets.
. STANDINGPILOIIGNITIONSySTEM: IncludesmiL
livolt control valve, standing pilot, lhermopilenhermo_
couple flame s6nso1 and piezo ignitor. 1iO-120VACmwl NEVER be connected to i control valve in amillivolt system.. DIRECT SPARK tcNtTtON DSt SYSTEM; Inctudes24V.control valve, Electronic module, transformer,
spark ignitor/flame sensor. 1i0-120 VAC MUST bewired to lhe lireplace junction box in a DSI sysrem.
III. PRE-INSTALLATION
PREPARATION
This gas fireplace and ils componenG are tested and safewhen installed in accordance wilh this Installation Manual.
Repo.n to your dealsr any parts damaged in shipmeni,
specftca y check glass condition. Do not install unit withdamaged, incomplete, or substitute parts. The venl svs-tem components are sold separately. The gas logs irefactory instalted. Read alt lnstructions Uetire stirrin!lnstallation and follow these Instructions carelully durlIng installation to ensure maximum Uenetit anO iatew.
Failure to follow them w l void your wananty and maypresent a fire hazard.
The Heat-N-Glo Fireplace products, Inc. wananty will be
voided by, and Heat-N-Glo Fireplace products, inc. dis-claims any responsibility for the following actions:
. lnstallation of any damaged fireplace or \€nt system
component.. Modification of the fireplace.. Installation olher than as inslructed by H€at_N-Glo
Fireplace Products, Inc.. lmproper positioning of the gas logs or the glass door.. Installation and/or use of any componenl part not
manufactured or approved by Heal-N_Glo Fireplace
Products, Inc., not withslanding any independenitest-
ing laboratory or other party approval of such compo_
nent part or accessory.
ANY SUCH ACTION MAY POSSIBLY CAUSE A FIRE HAZ-
ABD.
II. INTRODUCTION
These models are natural vent gas appliances and are de-signed to operate with combustion air from the inside ofthe building and all exhaust gases expell€d to the outside
ol the building. Approved vent pipe includes B_type vent,
listed single wall rigid, or listed single wall flexible gas vent.These models use 6-inch diameter (152 mm) ujnl S""
venting section ol this manual for details.
The information contained in this manual perfains to allmodels and gas control systems unless otherwise noted.
Page -6-
M OD E IS : E0MTV F I. 6M0TVF L
, ror-r-n},, E p LAc E p RoD,
"r",, r", )
In planning the installation lor the fireplace, it is necessary
to d€t€rmine whore lhe unil is to be installed, the raent sys-
tem configuralion lo be used, lraming and finishing details,
and whelher optional accessories (fan, wall switch or te-
mote control) are desired. Gas supply piping and electri-
cal wiring should also be planned. Figures 1 and 2 show
location of fealures on the appliance and tireplace dimen-
sions. Optional Accessories available are listed in that
seclion ol lhis manual.
lf lhe fireplace is installed direc y on carpeting, lile, or oth6r
combustible material other than wood flooring, lhe appli-
ance shall be installed on a melal or wood panel extend-
ing the lull width and depth of the unit.
A. GASPRESSURE
Minimum inlet gas supply pressure for purposo ot input
adjustment is 5.0 inch€s w. c. nalural gas and il inches
w. c. propane. Maximum inlet gas prossure is 10.5 inches
w.c. natural gas and 13.0 inches w.c. propane. Manilold
pressure should be set at 3.S inches w.c. natural gas and
10.0 inches wc. propane.
A 1/8-inch (3 mm) N.PT. plugged tapping is provided on
the outlet side of the gas control tor a lesl gauge connec-
tion lo measuro th€ manilold pressure. provisions musl
be made to anach a test gauge to a l/8-inch (3 mm) N.pT.
plugg€d tapping immediately upstr€am of the gas supply
connection lo th€ appliance lo measure inl6l pressurg.
The appliance and ils individual shut-otf valve must be dis-
connected from lhe gas supply piping system during any
pressure testing of lhe system at tesl pressures in excess
ol 112 psig (3.5 kPa).
This applianc€ must be isolated from the gas suppty pip-
ing system by closing its individual manual shul-otf valve
during any pressure testing of the gas supply piping sys-
tem.at test pressures equal to or less than 1/2 psig (8.5
kPa).
B. HIGH ALTITUDE INSTALLATION
A.G.A. Design Certitiod units are tested and approved for
elevations from 0-2000 feet. CGA certified units ars lested
and approved for elwations lrom G.450O.
When installing this unit al an elevalion above 2OOO feot
(in the United States) it may be necessary to d€crease the
input rating by changing the existing burner orifice to a
smaller size. Generally, input should be reduced 4 p€r
cent for each 1000 teet abow sea level. Howewr, ii the
heating value ot the gas has been reduc6d, thi6 genoral
rule may not apply. Check with local gas utility for proper
orifice size identification.
When installing this unit at an elemtion between 2fl)G
4500 feet (in Canada) the input rating must be reduced by
'| 0 percent.
When installing this unlt at an elsvation abov€ 4SOO t6€t
(in Canada), check with local authoritiss
Consult your local gas uiitity for assistance in d€t€rmining
the proper orifice for location.
C. CLEARANCES
Minimum clearance from the fireplace to combustibles are:
GLASS
Eq9NI FLoOR BACK StpEs TOP cEtLtNG36' O ln" 1n 31n" 3r(9txmm) (13mm) (13mm) (sgmm) (7s7mm)
The top, back, and sides are defined by standoffs. The
!?9!J!_!h" unir may be recessed 21 1/z'(546mm) -
600OTVFL and 25 114 " (641 mm) -Modet BOOOTVFL inro
combustible conslruction. Clearance to a perpendicular
wall extending past the face of the unit is 1 inch (2S mm).
Minimum clearances to combuslibles lor wnt pipo require
a f -inch (25 mm) clearance all around the pips.
D. FIREPLACE DTMENSTONS,LOCATIONS,
ANO SPACE REQUIREMENTS
Figure 3 shows examples ot locating the fireplace within a
room and dimensions for space requirements and clear-
ances.
MODELABCDE
E0OoTV;l. .19 z'gt4 rcU4 567/8 8OAB
6$0TVFL &. 2. n gr4 5A 7s1E
NOTE: DIMENSIONS AHc,lfltv tN |NCHES.
FICURE 3
MODELS : 80MTVF In 6fu0TVFL Page -7-
) rror-*-nro r,rrr^"r rroQr",,r".
E. NEGATIVE MAKE-UP AIR
NEGATIVE PRESSURE WARNING
When negative pressure is present, an atmosoheri-
callyvented fireplace (with a draft hood) may not
function properly and it may down draft. In the
case of a gas appliance, spillage of the combus_
tion gases may occur. This may create a danger-
ous carbon monoxide situation in the houie.
The causes of negative pressure to a house can
include the following:
. stack effect in the building. exhaust only appliances (mechanF
cally and atmospherically vented). inadequate make-up air (which is
increasingly more prevalent in new
construction)
ll is recommended that all natural vonting non_air tight gas
fireplaces have outside air connect€d to them. ftls a]sorecommended lhat the building be mechanically or oassivelvbatanced to allow atmospherically vented appiianies, such
as top.vented gas lireplaces with drafl hood!, to dratt prop-
erly. It the home experiences negative pressure or is iife'ly
to experience negative pressure, connection to an outsidi
air source is mandatory.
WITHd'TSIDEArR
WITHOT'T OUTSIDE AIR
AIB OAMPER LWER
SIDE@LI.AR
FI..E( DUCT
FLP(DUCT
OONNECTEDTO
OOII.AR
HGUNE 4
Page -8-
M OD EIS : E0NTVF I. 6(M)TV F L
o ,ror-*o},rrrqcE ppoDucrs,,*". )
INSTALLING OPTIONAL OUTSTDE
MAKE-UP AIR
This unit is equipped lo accept outside air. By using out-
side make-up air, the amount of room air used forcombus-
lion will be reducod. lt is recommended that an AK-225
Air Kit be us€d with this appliance.
WAFNING: lN A NEGATIVE PRESSURE CON.
DtTtoN (LtKELyTO OCCUR tN NEW HOMES
THAT DO NOT HAVE ADEOUATE MAKE-UP
AtR) THE OUTSTDE AtR KtT MUST BE tN-
STALLED TO OBTAIN PROPER PEBFOF.
MANCE ANDTO HELP PREVEI.ITSPILLAGE OF
COMBUSTION GASES.
A 4-inch side collar (lound in the AK-225 Kit) and a +inch
flexible air duct (not providsd) must be instailed bohind the
lower lront grille. See Figure 4. Attach the side collar to
lhe outer wrap of the fireplace at the right-hand rear cor-
ner using sh€otmetal screws. Attach one end oflhe flex-
duct to the sid€ collar and ths olher end ot th€ duct to th€
collar on the underside of the firechamb€r base. Use plastic
ti6 straps to secur€ the €nds of th€ flex duct lo each collar.
Detail€d installation instructions lor Model AK-22S Outslde
Air Kit are found in the kit. This kit cannot be used in Canada.
AIR DAMPER
This model has a make-up combustion air damper on the
underside ol the firebox, behind the lower grill. See Figure
4.
Before lighting the burner, open the damper by sliding the
le\rer to lhe lett.
F. FRAMING
Fireplace lraming can be built before or after the tireplace
is set in place. Framing should be positioned to a@om-
modate wall covering and fireplace facing material. The
fireplace framing should be constructed oi2 X 4 lumber or
heavier. The lraming headers may rest on the fireplace
slandofts. Refer lo Figure 5 lor lraming reterence dimon-
sions.
CAUTIoN: MEASURE FTREPLACE DTMENSTONS
ANO VERIFY FRAMING METHODS, AND WALL
COVERING DETAILS BEFORE FRAMING CON.
STRUCTION BEGINS.
F'GURE 5
G. FINISHING
Finish the walls with the malerial ot your choice. Figure 6
shows the minimum vErtical and corresponding maximum
horizontal dimensions of mantels or other combustible pro_
jections above the top ,ront edge ol the fireplace.
MODEL A B CSUDTVFL 49 42 3/8 25 g/46tn0wFL 42 3S 3/S 22
""'"
HGUNE6
Only non-combustible materials may be used to cov6r lhe
black fireplace front.
MODEIS: EM0WFI. fiMOTVFL Page -9-
) rronr-nro r,rrr^"r rroOrs, t*c.I
GAUTION: ALL JOTNTS BETWEEN THE FtN-
ISHED WALL ANDTHE FIREPLACE SURBOUND
(TOpAND STOES) CAN ONLY BE SEALEDWTTH A
3OO' F. MINIMUM SEALANT MATERIAL. ONLY
NON-COMBUSTTBLE MATERTAL (USING 3OO. F.
MIN|MUM ADHESTVE tF NEEDED), cAN BE Ap-PLIED AS FACING TO THE FIREPLACE SUR.
ROUND. SEE FIGURE 7.
NAIUNOTABS
(BOrH stDEs)
I
FICUBET
H. HEARTHEXTENSION
While a hearth exlension may be desirable for aestheticr."^?:?n",lt j: .lgr-required for gas tireplace apptiances per
ANSI or CAN/CGA testing standards. '
IV. INSTALLATION
STEP 1_POSITIONTHE FIREPLACE:
Place the unit into position and level it trom side-to- sideand tront-to-back. Shim th€ unit with non-combustible
material, such as sheet metal, as necessary. Secure lh€unit to the traming by nails or screws through the nailinotabs on each side of the fireplace. See Figu-re 8.
FIGUPE 8
STEP 2_INSTALLTHE VENT SYSTEM:
A. VENTSYSTEM APPROVALS
This Model is approved to use 6-inch (1s2 mm) diameter
P-lvpy.":t!:g listed singte walt rigid or flexibte gas veni.
NO OTHERVENT SYSTEMS MAYBE USED.
B. INSTALLING VENT COMPONENTS
Connect a 6-inch (152 mm) B-type vent componeni (1
inch (25 mm) clearance lo combustibles) to the ilue outtetcollar and secure it to th€ tireplace with the pipe clamp.See Figure g.
Continue to add venl componenls, per vent Manufacture/s
Installation Instructions, until the vent run is completed.
B-type vent MUST be used where the vent system is withincombustible conslruclion.
Visual inspection of the vent connection to the flue collar
of lhe fireplac€ is done by looking inside the top of the
unit, behind the heal deflector hood.
STUD
2X4 HEADER TOP STANDOFF
FINISHED
WALL
H|GH TEMPEMruRE (3OO.,E 1490 C MtN.)
Page -10-
M OD E LS : E000TV F In 6000TVF L
neer-n-elnEpLAcE p*oDu"r",,*". )
VENTOOTI.^R
HGUNE 9
Listed single-wall flexible or single-wall rigid gas vent pipe
may b€ attached to this unit, lF, AND ONLY lF, the vent run
is completely inside non-combuslible construction such as
a masonry chimney. The flexible or rigid veni MUST termi-
nale outside ot the building, In a vertical position, with a
termination cap lisled for use with th€ vent plpe. See Fig-
ur€ 10.
TERMIMIIOI{ CAP
HEUNEfi
This model MUST NOT be vented into a type-B
vent system installed exterior to a building. The
part of the venl system above lhe roof line can be
Consult local building code ofiicials and codes for proper
v€nt system installations.
FOR BEOROOM INSTALLATION IN CANADA
WARNING: THIS GAS FIREPLAGE MU
NEVER BE VENTED BY CONNECTING TO
CHIMNEY FLUE SERT'ING A SEPARATE SOLID
FUEL BURNING APPLIANCE
C. VENT TERMINATION
WARNING: MAJOR U.S. BUILDING coDEs
SPECIFY MINIMUM CHIMNEY AND/OR VENT
HEIGHTABOVETHE ROOFrcP. THESE MINF
MUM HEIGHTS ARE NECESSARY IN THE IN.
TEREST OF SAFETY. FIGURE 11 ANDTABLE
1 SHOW MINIMUM HEIGHTS, PROVIDED.THE
TERMINATION CAP IS AT LEAST S-FEET FROM
AVERTICALWALL.
FIGURE
'1
ROOF PITCH
FLATTO 6/12
6t12TO7t12
ovEATtl2TO 8t'12
ovER 8/12 TO 9/12
ovER 9/12 TO 10/12
ovER 10/12 TO 11/12
ovEA 11l12TO 1U12
ovER 1A12TO't4t12
ovER 14l12TO 16/12
ovER 16/12TO 18/12
ovER 1U12TO 20112
ovER 20t12TO 21t12
TABLE 1
H (MrN.) FT.
1.O
1.25
1.5
2.O
2.5
3.25
4.O
5.0
6.0
7.O
7.5
8.0
MODEIS: EUWTVF| 60MWFL Page -11-
) ,rn -*-oro ,,rrr^"r rro)rs, t*c.
OPEN FLAME. At th€ gas line access hole, use insulationto repack lh€ space around the gas pipe. This should beinserled lrom the outside of the fireptaci ano packeJ riorrtruto totally seal between the pipe and the outer casing.- '
NOTE: The gas supply line should be purqed of anv
trapped air prior to the first firing of the unii.
o^s tl}tE
rcc€8s rru
VAII,E
FIGURE 12
STEP 3-TNSTALLTHE GAS LINE
IL:. S"" tireplace is. designed to accepl a 1/2 inch (13mm) gas line lor a listed gas appliance. Have the qas
llne Installed by a qualifled servlce person In acJor.dance.wlth atl bultding codes. Conlutt local buitding
99j9" lo.?lop"t]y stze the gas suppty tine teading ro rhi
1/2 inch (13mm) hook-up at th€ unit.
A fisted 112-inch (13 mm) manual shut-ott valve and aflexrot€ gas conn€clor are connected to the g/g-inch {10mm) inlot of the control vatve. A t/g-inch (g mm) ru.iT.p]uSg9d tapping, accessible for test gauge connection,
should be provided for, in the gas supplyline leading tothe unit's shut-otf valve.
Locate the gas line access hole in the outer casing of thefireplace (Figure 12). Op€n the fireplace tower grili insertthe gas supply line through the gas line hole an-d connect
rt to lhe shut-ott valve. Support the control when attachinq
Ine prpe so that lhe lines are not benl or torn. After the oalpipe. installation. is complele, check carefully aff gas-;;
nections for leaks with soap solution. DO NOT'USgAl,l
-oAscoMrcLY*
-@
'{***-'",*
Page -12-
M ODEIS : ENfiTVF I. 6N0TV F L
ry-r-n} rrrrAcE pnoDucrs,,rr. )
STEP4.WIRING
A. STANDING PILOTIGNITION
1 . APPLIANCE REOUIREMENrS. This applance DOES
NOT requhe 11(}'120 VAC to operate. DO NOT CON-
NECT 11O.I2O VACTOTHE GAS CONTROL VALVE
OR THE APPLIANCE WILL MALFUNCTTON AND
THE VALVE WILL 8E DESTROYED. See Figure 13-
STANDING PILOT IGNITION WIRING DIAGRAM.
2. OPTIONAL ACCESSORTES. Optionatfan and remote
conlrol kits require 1 1G120VAC b€ wkod to the tactory
installed iunction box belore the fheplace is permanen y
enclosed. See Figure I+FAN WIRING DIAGRAM.
FIGURE 13
3. REMOTE WALL SW]TCH. position the remote wall
switch in the desired position on a rva . Run a maxi_
mum of 25 ft. (7.8 m) or tess tengrth of 18 A.WG. mini_
mum wire and connect it to the lireplace ON/OFF svitchpigtails. DO NOT CONNECT 110-120 VAC TO THE
REMOTE WALL SWITCH OR THE CONTROL VALVE
WILL BE DESTROYED. See Figure .t3.
NOTE: Electrical wiring must b€ dbne by a licensed elec-
trician.
GAUTION: LABEL ALL WTRES pRtOR TO DtS-
CONNECTION WHEN SERVICING CONTROLS.
WIRING ERBORS CAN CAUSE IMPROPER AND
DANGEROUS OPERATION.
Verity proper operation after s€rvlcing.
STAIIDINC PILOT rcilMON WIRIIIG DIAGRATI
Elu"""""':
ts-r-I..
-Pi
o s vAt E
Btl{ WtRtl{O D|ACRAII
VAR|ABIE SPEEDCO}flNOL NOTE IF A'{Y OFTHE ORIOIM! WIRE
AS SUPPUED W]TH THE APPLIANCE
MUST BE REPI.ACED, 1T MUST BE
REPI.ACED WTTH TYPE l(xi DEAREE C
R^IEDUNRE.
BIOYVER RECEPTACLE
TEMPERATURE
SENSOR SWTTCH
FIGUEE
'4
Btol/lrER
1tG120VAC
MODEIS : UMTVFIn 6N0TVF L Page -13-
) ryy-r-oro nnrruc, erolrs, tNc.
B. DIRECTSPARKIGNITTONWIRING
1. APPLIANCE REOUTREMENTS. This apptiance re-quires 1 10.1Z0VAC be wired to the factory-ins1"1|1rn"_
tion box. Maintain correct polarity when wiring tnejunclion box. See Figure 1S-DSI Wking Diagrari.
2. OPTIONALACCESSORTES. Optionalfanandremote
control klts require i 10-.120VAC which has been wired
lo. the tireplace junction box. See Figure 14 - FAN
WIRING DIAGRAM.
3, FEMOTE WALL SWITCH. position lhe remote watl
switch in lhe desired position on a wall. Run a maxi_
mum of 25 tl. (7.8 m) or less length of 16 A.WG. mini-
mum wire and connect it to the fireplace ON/OFF $/itchpigtails. See Figure 1S.
NOTE: Elockical wiring must be done by a licensed elec_lrician.
CAUTION: LABEL ALLWTRES pRtOR TO DTSCON-
NECTION WHEN SERVICING CONTROLS. W!R-
ING ERRORS CAN CAUSE IMPROPER AND DAN-
GEROUS OPERATION.
Verify proper operation after servicino.
DSIWRING DIAGRAM
rl(lo7,
s0.ErolD E EtAtE! 6 ! frt.vt
LE
(EUTRA-
'
tPxcflxlte
tr
(rr!
v?
3l
P. sv
YI
FIGURE 15
Page -14-
MOD EIS : E0il)TV F L, 6N0TVF L
y-!-oJ+,rEpLAcE pBoDUCrs, tNc. )
STEP s.TEST FIRE
Flead ths Safety and Lighting Instructions sections of this
manual applicable to th€ type of ignition systom installed
in the modsl. Test tire the burner to chec* for proper light-
ing and operation.
STEP 6.FINISHING
Combustible mat€rials may be brought up to the side and
top front edges of the lireptace, but must NEVER overlao
onlo the front face. The joints between the finished wail
and the fireplace top and sides can only be sealed with a
300' F. (149'C) minimum sealant.
colo.rant mat€rials- The bag tabeled Glowing Emb€r (OSO-
721) is standard Gtowing Ember material.
R€move the tront trim door by tifting it up and out lrom the
unit.
Remove.the wing.nuts and glass clips around the glass
door and remove the glass door from the unit. See Figure
17.
Alternately place a single layer of dime size and shape
pieces of Golden Ember (GE-93) and Gtowing Ember (0dO-
721) onto the top of the lower burner. See Figure tit.
Srve the remaining ember materials lor use during tire-place servicing.
Replace the glass door and front trim door back on th6
unit. Be certain that ALL of the glass clips and wing nuts
are in place.
MCXJMNNG
SIUD
Inslall oplional marble and brass trim surround kits as de-
sired. Marble, brass, brick, tile or other non-combustible
malerials can be used to cover up the gap between the
sheet rock and the rireplace. Do not obstruct or modity
the air inleuoutlel grills in any manner. When overlapping
on th€ sidos, make sure to leave enough spaca to b€ able
to lower the bottom grilt and easily remo\re the trim door.
STEP 7.LOG POSMONTNG
lf the gas logs have been faclory installed they should not
need to be positioned. It the logs have been packaged
separately, instructions lo install lhem are with the logs.
See Figure 16 to check proper log position.
lf sooting should occur, the logs might need to be sligh y
repositioned to avoid flame impingement.
MODEL GOOOTVFL
MODEL SOOOTVFL
FIGUBE 16
STEP 8-PLACING EMBER MATERIAL
A. INITIALSET.UP
Two separale bags ot ember mat€rials are shipped with
this unit. The bag labeled Golden Ember (GE-93) is llame
WNGNuI
CAUTIoN: HANDTTGHTENWTNG NUTS-DO NOT
OVERTIGHTEN.
HCUnE 17
MODELS : E000TVF I. 6(00TVF L
FICURE 18
Page -15-
)15or-r-nro FTRE'LA,E p*olrs, mc.
B. FIREPLACE SERVICING
Frequency of fireptace servicing will depend upon use andlype of installation.
Carelully brush away or vacuum up any loose material fromthe lower burner. Alternately place a single layer of dime
sizF, and shape pieces of Golden Ember (Ge-SS-; and Glow.
ing Ember (050-721) onto the top of the lower burner as vou
did in the initial set-up. Save the remaining ember mate;alsand repeal lhis procedure at ihe next fireplace servicing.
NOTE: _lt may be necessary lo clean the glass door atteradding GE-93 flame colorant material. Filmleposits on lheinside of the glass doorshould be cleaned otf using a house-
hold glass cleaner. DO NOT handle or attompt t;lean theglass when it is HOT.
3. Verify that no obstruclions are blocking lhe vent termi_nattons or the lront grills ot the fireplace.
CAUTION: CLOTHTNG OR OTHER FLAMMABLE
MATERIAL SHOULD NOT BE PLACED ON ORNEAR THE APPLIANCE.
5. Tampering is DANGEROUS and voids all warranties,
must be re-V. OPERATING
INSTRUCTIONS
The OWNEB should carefully read and tollow these op€ral-Ing Instructions at all limes. Open the lower grill to view thegas controls for the fireplace. lf your model has a red push
b_utton piezo ignitor, the fireplace has a STANDING pif-Oi
IGNITION SYSTEM. See Figure 19. lf no red button is
qle99nt, the fireptace has DTRECT SpARK tcNtTtON (DSl)
SYSTEM. Follow the Satety, Lighting, and Operating instrucllrons applicable to your lireplace.
Any componenl that is found to be taulty
placed with an approved componenf.
6. LPG (PROPANE)WARN|NG:
THE FOLLOWING WARNING APPL]ES TO INSTALLA-TtoNs ustNc LP (PROPANE) cAS:
FtcunE 19
1. Gel all people out ol the building.2. DO Nfi light matches. DO NOi turn electric lights or
switches on or otf in area. DO NOT use an elect-ric lanto remove gas from area. DO NOT use a telephone
inside the building.
3. Shut ott gas at Lp tank outside ol buildino.4. Telephone gas company and fire departrient. Ask in-
structions.
B"b.* hTqilg_lp, give your name, address, and phone
number. DO NOT go back into building.
lf your LP tank runs out of fuel, turn ofl gas at the appli-ance. After LP tank is refilled, appliancl must be ie-litaccording to manufacture/s instructions. It the gas con-lrol has been exposed to WATER in any way OO-ttOt trvlo use it. lt must be replaced. DO NOT anempt repair ongas conkol or appliance.
A. OPERATINGGUIDELTNES
Before operating this fir€place, please review the safety wam_Ings.pages al the beginning ol this manual and those pre-
cauttons and warnings listed below:
1. Knoywhat type of ignirion system this model has (stand_
ing pilot or dir€ct spark ignition_DSt) and loltow the ao-pticabte SAFETY and LIGHTING inslructions.
2. Check to ensure lhere are no gas leaks. lt you are un-sure, turn gas otf of the fireplace and caI a iervice per_
son or your gas utility.
4. WARNING: CHILDREN ANE ADULTS
SHOULD BE ALERTEDTOTHE HAZARDS OF
HIGH SURFACETEMPERATURE AND SHOULD
STAY AWAYTO AVOID BURNS OR CLOTHTNGIGNITION. YOUNG CHILDREN SHOULD BE
CAREFULLY SUPERVTSED WHEN THEY ARE
INTHE SAME ROOM ASTHE APPLIANCE.
WARNING: TO AVOTD POSS|BLE tNJURy F|REAND EXPLOS|ON, PLEASE READ AND FOL-,
LOW THESE PRECAUTIONS AND ALL IN..
STRUCTIONS ON THIS APPLIANCE BEFOHE
LIGHTINGTHE PILOT. THIS APPLIANCE USESLp (PROPANE) cASWHtcH ts HEAVTERTHAN
AIR AND WILL REMAIN AT FLOOR LEVEL IF
THERE tS A LEAK. BEFORE UGlmNG, SMELLAT FLOOR LEVEL AND/OR USE bTHER
MEANS (SUCH AS USING A SOAP SOLUTTONoN ALL ptptNc AND CONNECTTONS, USTNG
A GAS DETECTOR, ETC.)TO CHECK FbR GAS
IEAKS. NoTE: Lp (pRopANE) cAs CAN BE-
COME ODORLESS AND CANNOTALWAYS BE
DETECTED BY SMELL IFYOU SMELL GAS,
DETECT A GAS LEAK, OR SUSPECT THAT AGAS LEAK EXtsTs, FOLLOWTHESE RULES:
Page -16-
MODEIS : 8000TVFI. 6(n0WF L
yx&,rEpLAcE p.oDr"r",,*". )
B. INITIAL LIGHTING
Upon completing the gas line or lurning the gas valve on
after it has been in the'OFF' position, a small amount of
air will be in the lines. When lirst lighting the fireplace, it
will take a lew minutes lor the lines to purge themselves of
this air. Once the purging is complete, the lireplace will
light and operate satistactorily.
Subsequent lightings of the appliance will not require such
purging it the gas valve is not turned to ,OFF".
When lit for the first time, the appliance will emit a slight
odor for an hour or two. This is due to paint and lubricants
used in the manufacturing process. Additionally, for the
tirsl tew minutes after each ligh ng, \rapor may condense
and fog the glass and tlames may be blue. After a few
minutes this moisture will disappear and within 1S-30 min-
utes the tlames should becomg y€llow.
The fireplace may produce a noise, caused from metal ex-
pansion and contraction as it heats up and cools down.
This noise is similar to ons lhal a furnace or heat ducl mav
produce and does not aftect the operation or longevity of
the fireplace.
C. STANDING PILOTOPERATION
1. Follow rh€ SAFEW and L|GHT|NG TNSTRUCTTONS
tor standing pilot controls found in this manual and on
labels tound in the controls compartment behind the
lower grill.
CAUTION: DURING THE tNmAL PURG|NG AND
SUBSEOUENT LIGHTINGS, NEVER ALLOWTHE
GAS VALVE CONTROL KNOB TO REMAIN DE.
PRESSED IN THE "PILOT" POSITION WITHOUT
PUSHINGTHE RED IGNITOR BUTTON AT LEAST
ONCE EVERY SECOND.
2. During the healing season, leave the control valw knob
in the 'ON' position. This will allow the pilot flam€ to
remain lit. Turn the burner flame on or otf with the fire-
place ON/OFF rocker sivitch, wall srvilch, or r€mote con-
irol kit.
NOTE: This model has a gas control valve which allows
you lo increase or decrease the height of the main burner
flame. The control valve has a pressure regulator with a
knob as shown in Figure 20. Rotate the knob clochrvise
to 'Hl' to increase th6 flame height and countErclockwise
to 'LO' to decrease the llame height.
3. When the heating season is over, turn the on/off switch
lo "OFF" and the control valve to 'OFF.. The system,
including the pilot light, will be shut down.
ROTATOiI
FIGUEE 20
D. DIRECTSPARK IGNITTON OPERATION
'1. Follow the SAFETY and L|GHT|NG TNSTBUCTTONS
for DSI controls found in this manual and on labels
found in lhe controls compartmenl behind the lower
grlll.
2. During the heating season, leave the control valve to
the "ON" position. Turn the fireplace ON/OFF rocker
switch, wall s,witch, or r€mote control kit to ,ON.. This
causes the ignilor to spark and light the burner. Turn
the switch to'OFF' and the burner will extinguish.
3. When the heating season is over, turn lhe on/ofl switch
to 'OFF" and lh6 control valve to "OFF'. The system
will be shut down.
MODEIS : 8000TVFI. 6(M)TVFL Page -17-
) rror-r-ero FtFEpLAcE p*olrr,,*".
FORYOUR SAFETY READ BEFORE LIGHTING
STANDTNG PILOT
A. This applianc€ (standing pilot version) has a pi-
lot which.must be tit by hand. When lighting
lhe pilot, tolow thes€ instructions exaalyl
B. BEFORE LtcHTtNG smelt alt around the appti-
ance area lor gas. Be sure to smell ne)d to ihe
floor because some gas is heavier than air and
will settle on the floor.
WHATTO DO IFYOU SMELL GAS
. Do nol try to light any appliance.
. Do not touch any electric stvitch;do not use anvphone in your building.
. lmmediately call your gas supplier from a
neighbor's phone. Follow lhe gas supplier,s in_
struclions.
. ll Vog cannot reach your gas supplier, call the
nre department.
C. Use only your hand to push in or iurn knob.
Never use tools. lf the knob will not push in orturn by hand, don,t try to repair it; call a quali-
fied service technician. Force or attempted re_pair may result in a fire or explosion.
D. Donot use this appliance if any part has been
under water. lmmediately call a qualified s€r-
vice technician to inspect the appliance and to
replace any part of the conlrol system and anygas control which has been under water.
DSI IGNITION
A. This appliance (DSl ignition version) does nothave a pitot. lt is equipped with an ignition
device which aulomatically lights the burner.
Do not try to tight the burner by hand.
B. BEFORE OPERATING smell all around the ap-
pliance area for gas. Be sure to smell next io
the floor because som€ gas is heavier than air
and will settle on the floor.
WHATTO DO IFYOU SMELL GAS
. Do not try to light any appliance.
. Do not touch any electric switch; do not use
any phone in your building.
. lmm€diately call your gas supplier trom aneighbor's phone. Follow the gas supplier's
instructions.
.
!l Voy cannot reach your gas supplier, call the
ltre department,
C. Do not use this appliance if any part has been
under water. lmmediately call a qualified ser-
vice technician lo inspect the appliance and to
replace any part of the control system and any
gas control which has been under water.
wARNINGT lFYou Do Nor FoLLowrHEsE rNsrRucfloNs ExAcrLy, A F|RE oR ExpLosroN MAyRESULT IN PROPEFTY DAMAGE, PERSONAL
'NJURY
O; IdS'i OE LTC.
Page -18-
M OD E IS : E0MTVF I. 6@0TV F L
o
1.
2.
3.
'STOPI' Read the satety information above tirst.
To access controls, opgn the lower grill.
Open the air damper - move it to the left.
LIGHTING INSTRUCTIONS
STANDING PILOT CONTROLS
THERMOPILE
TO TURN OFF GAS APPLIANCE
PILOT BURNEB
4.Turn tho valv€ control knob to the OFF position, Tod{", you must lurn the knob clockwise. \to the PILOT position, and then press in
and continue turning cloch^rlse
-1
to tne
OFF position.
7. To put the control in tho PILOT position, turn thg
control knob counter-cloclorvise /-\\ to the
PILOT position.
GAS CONTBOL VALVE
NOTE: Knob cannot be turned from .plLOT. to.OFF
unless knob is pushed in sligh y. Do not forcs.
s. wAtT AT LEAST F|VE (5) MTNUTES TO CLEAR
OUT ANY GAS. lf you have unsucc€ssfully trled to
light the fireplace, wait longer, especlally if you are
using LP gas. Then smell for gas, Including nsar
the tloor. lt )rou then smellgas, STOpt Follow.B. in
lhe safety information above. It you don,t smell gas,
go lo lhe nexl step.
6. The pilot should not requir€ accessing for lighting
purposes. The pilot is locatod inside the combus-
tion chamb€r. ll it is necessary to access th€ pilol,
remo\€ lhe lrim door and glass door.
8. To light the pilot depress thg control knob and lhen
depress the red piezo bufion once every second.
The piezo makes a clicking sound. lt may be nec-
essary to ropeat this step. lt the pllot does not light
atter 10 seconds, go back to step g. The controt
knob should be held down tor a MINUTE after pilot
ignition.
. lf the control knob does not pop out $rh€n to_
leased, STop-shut otf the gas suppty to ihE
fireplace control valve, and IMMEDIATELy call
your service technician or gas supplier.
. lf the pilot will not slay lit atter two lries, turn
the control knob to the .OFF. position and call
your service technician or gas supplier.
9. After the pilot has been lit, the burner can be lurned
on by turning the knob counter-clockwise ,/f-\lo the 'ON' position. Set the ON/OFF s\,lritch to the
'ON'posltion.
10.Close the lower grill.
1.
2.
Open the lower grill.
Turn Ol,l/OFF sivitch to'OFF .
3. Turn the valve control knob clochivise
^\to lhe 'Pilot' position, then depress knob and con-
tinue turning to 'OFP position.
4. Close the lower grill.
M OD EIl, : E000WF I. 60MTV F L Page -19-
) ,ror-r-oro rneernc, nnoQrs, t*".
2.
STOPI Read the satety information in lhe .For your
Safety Read Before Operating DSI Controls' section
of this instruction.
Turn otf all electric power to the appliance.
This appliance is equipped with an ignition device
$rhich aulomatically lights the burner. Do not try to
light lhe burner by hand.
LIGHTING INSTRUCTTONS
DSI CONTROLS
TOTURN OFF GASTO APPLIANCE
4. WA|T AT LEAST F|VE (s) MTNUTESTO CLEAF OUT
ANY GAS. lf you have unsuccessfully tried to light
the fireplace, wait longer, especially if you are using
LP gas. Then smell for gas, including near the ltooi
|l you then smell gas, STOPI Fo ow .8. in the salety
intormation localed on the previous pages. I pu
don't smell gas, go to nexl step.
5. Turn on all electric power to the appliance.
6. Open the lower grill.
7. Open lhe air damper-move it to the left.
8. Turn ON/OFF rocker sv/itch to "ON".
9. lf the appliance will not op€rate, follow the instruc-
tions 'To Turn Otf Gas fo Appliance,' and call service
lechnician or gas supplier.
1.
2.
GASVALVE
Open the lower grill.
Turn ON/OFF sr,vitch to "OFF..
Turn off all electric power lo the appliance if service is
to be performed.
Page -20-
M ODEIS : E(M)TW L, 6M0TVF L
o neet-u-AnaEpLAcE pnoDr"r",,*". )
VI. MAINTENANCE &
SERVICE INSTRUCTIONS
IMPOFIANT: Tum otf gas before servicing applianc€. lt is
rccomm€nded lhal a comp€tent s€rvlce technician perform
lhese check-ups at the beginning of each heating season.
. GLEAN BURNER AND CONTROL COMPARTMENT.
Koop the control compartment, logs, and burner areas
surounding th6 logs clean by vacuuming or brushing at
l€ast twice a year.
. CHECKFLAMEPATTERNS.
Visually check the burner flame pattern periodically,
Make sure th€ flames are steady, not lifting or floating.
See Flgure 21 lor llame patterns. NOfE:1he type 6t
installation, vsnt syslem contiguration, and wind eifects
may cause the flame panerns to vary.
The flame .sEnsor (DSl) or thermopile/thermocouple
(standing pilot) tips should be covered with flame. dee
Figure 22.
CHECKVENT SYSTEM
Th€ applianc€ and venting system should be inspecled
before initial use and at leasl annually by a qualified
field service person. Inspect lhe eldernal vent cap on
a regular basis to make sure that no debris is intertor
ing with lhe air flow.
CLEAN GLASS DOOR
Clean the glass door as necessary. Do nol use abra-
sive clean€rs and do nol anempt to cl€an the glass
when it is hot.
Replace any glass that is chipped, cracked, or broken.
Replacement glass door assemblies must be supptied
by lhe appliance manutacturer-no substitute maierials
may be used.
VII. FIELD CONVERSIONS
Kits forconverting this appliance from one gas to another
(nalural gas to LPc/propane or LpG/propine to naturalgas) are listed in the ACCESSOBIES section of this
manual. LPK kits convert trom natural gas to LpG. NGK
kits convert from LPG to natural gas.
/){
r1
t)
I l,tJ}
l,l,r
/)l'
i)l
r']
rlt]
HGUNE 21
WARNING: ANY CHANGES, ADDIT|ONS, OR
CONVERSIONS REOUIRED IN ORDER FOR
THE APPUANCE TO SATISFACTORILY MEET
THE APPUCANON NEEDS MUST BE MADE BYA HEAT-N-GLO DTSTRTBUTOR (OR OTHER
QUALIF|ED AGENCY) USTNG ONLY FACTORY
SPECIFIED AND APPROVED PARTS. DE-
TAILED INSTRUCTIONS AND APPLIANCE LA.
BELING FEQUIREMENTS AHE tN EACH KIT
AND MUSTBE CAREFULLY FOLLOWED.
B IOMIOI{
SIAI{DING PlLrOT
l/U (13 rn)
3rf (10 rnm)
lrld (6 rrn)
FIGURE 22
ITIODELS: E^MTVFI. @MTVFL Page -21-
with prop€r installation and maintenance' your new Gas .Fireplace should provide years of lrouble-free service. lf you doexp€rience a problem, reler to the Trouble Shooting Guide below. This guide wilt "rrirt " qualified seruice'pirson ln ttrediagnosis of problems and the correctiv€ action to b; taken.
POSSIBLE CAUSE CORRECTTVE ACTION
Spark lgnitor wlll not light pllot
after repeated triggerlng ot red
button.
Defective ignitor (no spark at eiec-
trode).
Deteclive pilot or misaligned el€c-
trode (spark at elechode).
C. No gas or low gas pressure.
D. No L.P. in tank.
Check lor spark at electrode and
pilou if no spark and €lectrode wire
is properly connected, replace ig-
nilor.
Using a match, tight pilot. lf pitot
lights, turn off pitot and trigg€r the
red button again. lf pilot lights, an
rmproper gavair mixture caused
the bad lighting and longer purge
period is recommended. lf pilot will
not light - check gap at eleclrode
and pilol - shoutd be 1/8 inch to
have a strong spark. lf OK, replace
pilol.
Check remote shut otf valves
from fireplace. Usually there is a
valve near the main. There can be
more lhan one (1) valve between
the fireplace and main.
Low pressure can be caused by a
variety of situations such as a bent
line, too narrow diameter of pipe,
or low line pressure. Consult with
plumber or gas supplier.
Check L.P. (propane) tank. you
may be out ot fuel.
Pllot will not stay lit after care-
fully lollowing lightlng Instruc-
tlons.
A. Delective thermopile.Check pilol flame. Must impinge
on thermopile. Clean and or ad-
jusl pilot lor maximum flame im-
pingement on thermopile.
Be sure wire connections from
thermopile at gas valve terminals
are light and thermopile is fully in-
serted into pilot bracket.
Check thermopite with millivolt
meter. Take reading at .TH-
TP&TP' lerminals of gas valve.
Should read 325 millivolts mlni-
mum while holding valve knob de-
pressed in pilot position, pitot lit,
and on/off swilch "OFF . Replace
laulty thermopile if reading is be-
low specilied minimum.
Page -22-
M O D EI,S : 80(NTVF I. 6N0TV F L
,r*r-tr::rAcE pnoDucrs,,r". )
Disconn€ct thermopile leads trom
lhe valve with pitot "ON,, take read_
ing at lhe thermopile leads - should
325 millivolts minimum. Beplace
thermopile if reading is below mini-
mum.
Turn green knob lo pitot posi on,
depress and light pilot light. ll
meter reading is less lhan 32S m.v.
aft€r 30 seconds, or it pilot do€s
nol stay lit, the valve is d€tective.
lll. Pllot burnlng, no gas burner,
valve knob '91{','666f1. srdtch
"oN..
Thermopile may not be generating
sufficient millivoltage. (32Sm.v.)
switch or wires
D. Plugged burner orifice.
E. Wall switch or wires defective.
Check "on-olf" switch and wires for
proper conneclions. place jumper
wtres across terminals at switch-if
burner comss on, replace defec.
lave switch. lf OK, place jumper
wrres across switch wires al gas
valve-if burner comEs on, wires are
taulty or connections are bad.
Becheck Symptom #2.
lf pilot llame is not physically close
enough to thermopile, replace lhe
pilot assembly.
Turn valve knob to"ON". place ON/
OFF switch to "ON". Check wlth
millivolt meter at thermopile totmi-
nals. Millivolt meter should read
greater than 125 m.v. tf the read-
ing is okay and the burner does not
come ont replace lhe gas valve.
Check burner orilice for stoppage
and remove.
Follow correctiv€ action in A.1
above; ch€ck switch and wiring.
Replace where defective.
lV. Frequant pllot outagc
prcblem.
Pilot flame may be loo low or blow-
ing (high), causing the pitot sal€ty
lo drop out.
Clean and adjust pilot flame lor
maximum flame impingament on
thermopile.
Pllot and main burner go out
whlle belng In operatlon.
A. High limit swilch is defective or has
teached its maximum temperalur€.
Allow unit to cool. Then repeal
lighting instructions. ll pilot and
burner remain lit, after lhe fireplace
warms up, lhe switch is good.
MODELS: &NDTVFL &X0TVFL Page -23-
) rror-*-oro r,rrrro"r rrlTs, t*c.
I SYMPTOM POSSIBLE CAUSE
-
coRREclvE AcrtoN I
B.No L.P in tank.
Bad thermopile.
lmproper vont cap installation.
c.
D.
lf 1 above does not allow for ioni-
tion, or the fireplace continuei to
shut.otf, disconnect the limit s$/itch
wire fiom the gas valve and repeat
lighting instructions. tf the pilot and
burner remain lil after the fireplac€
lvarms up, r€place the limit switch.
Do not use the tireplace until the
high limlt swltch ls replaced and
properly wired.
Check L.P (Propane) tank. you
may be out of tuel.
Replace if necessary.
Check for prop€r installation &
freedom from debris or blockage.
]
Vl. Glass goots.FlamE imping€ment.
lmprop€r venturi setting.
Debris around venturi.
Adjust the log set so rhat th€ flams I
does not impinge on it.
I
I
Adjust the air shutter at the base I
of the burner. I
I
Inspect the opening at the base of I
lhe burner. lt is imp€rative that NO l]
material be placed in this openino. ll
Vll.Flame burns blue and llfts off
bumer,
A.lnsufticient oxygen being sup-check to make sure u"nt ""llinstalled property and free of de-
bris.
Check to make sure lhat no de-
bris has been placed in lh€ area
at the base of the burner.
Be sure air damper is open.
Page -24-
M OD ELS : 80@Tv F I. 6000Tv F L
,r*r"Q r,rrrrAcE p*oDucrs,,r". )
B. DSI IGNITION.TBOUBLE SHOOTING
SYMPTOM POSSIBLE CAUSE coRREcnvE ac-oN-l
Bumer does not tight.Unit junction box is not electrically
grounded or prop€rly connected.
B. No fuel supply.
Be certain 1 10 VAC is con-
necled.
Be certain 110 VAC supply is
properly grounded in junction
box.
Check to be sur€ fuel supply is
properly connecled.
Main burner goes out whllc
being In operatlon.
No fuel supply.
High limil svitch is defective or has
reached its maximum lemperature.
lmproper vent cap installation.
Check to be sure incoming fuel
supply is properly connected.
Allow unit to cool. Then repeat
lighling instructions. lf pllot
burner remains lit atter the flre-
place warms up, the switch is
good.
lf 1 above does auow tor ignition,
or the fireplace continues to
shut-otf, disconnecl the limit
surltch wire from the gai valve
and repeat lighting instructions.
It the pilot and burner remain lit
aft6r the tireplace warms up, re-
place th6 limit s,vitch. Do not
use the fireplace until the high
limlt switch ls replaced and
properly wired.
Check for proper installation and
fre€dom lrom debris or block-
age.
lll. Glass soots.lmproper vEnturi s€tting.
lmproper venturi setting.
Debris around venturl.c.
Adiust the airshutterat lhe base
of the burner.
Adjust the air shutter at the base
of the burner.
lnspecl the base of the burner.
ll ls imperative that NO material
be placed in this opening.
Flame bums blue and lifts off
bumer.
lnsutticient orygen being supplied.Ch€ck to make sure vent cap is
installed prop€rly and free of de
bris.
Check to make sure that no d€-
bris has b€en placed around the
base of the burner.
MODEIS : 8(M)TVFL 60MTWL Page -25-
) ,rn .r-nto r,rrr^", ,r{rs, tNc.
IX. REPLACEMENT PARTSwhen requesting service or replacement parts for your fireplace, please provide model numberand serial number' All parts listed in this manual may be ordered from an authorized dealer.A. STANDING PILOT ONLY
Valve LP sRV40-501
Valve NG sRV40-500
sRV60-513Piezo lgnitor
Thermopile sRV60-512
Pilot Orifice LP
Pilot Orilice NG
Pilot Assembly Lp
sRV6rs05
sRV6r517
SRV6O-511A
Pilot Assembty NG SRV6O-510A
Pllot Tube
.8OOOTVFL sRV410-301A
-6OOOTVFL sRV425-301A
Bumer Tube
- 8000wFL sRV410-302A
- GOOOTVFL sRV425-300A
Page -26-
M OD EI,S : 8000TVF I. 6M0TVF L
r*r-trEpLAcE pnoDr"r",,*". )
B. DSIIGNITION ONLY
DSI Valve LP sRV77-501
DSlValve NG sRV77-500
Transformer sRV60-s99
DSlModule SRV42G-592
Electrode sRV77-591
Burner Tube
- SOOOTVFL SRV41T3O3A
.oOOOTVFL sRV422-302A
MODELS : EONTVFI+ fiU0TVFL Page -27-
) rror-r-nro FtREpLAcE p*olrr,,r".
C. BOTH STANDING PILOT AND DSI IGNITION
High Temperature Limit Switch sRV92-531
Burner
- sOOOryFL NG sRV410-326A
- 8OOOTVFL LP sRV410-325A
- oOOOTVFL NG sRV422-176A
- GOOOTVFL LP sRV422-175A
Burner Orifice
- 8OOOTVFL NG sRV67-800
- SOOOTVFL LP SRVTHO3
- oOOOTVFL NG sRV79-830
- oOOOTVFL LP SRVTHO3
Or/Off Rocker Switch sRV60-525A
Glass Dogr Assembly
- sOOOTVFL GLA-8FL
- oOOOTVFL GLA_6TFL
Glass Glip Assembty SHV6O-135AX
Wing Nut SRV6G€72
Page -28-
M OD E IS : &OMTVF I. 6W0TV F L
L .-
!^nr.trrr^cE pnoDucrs,,r". )
c. STANDINo ptLoT AND DSt
'GNTiON
(CONT.)
W
Trim Door
. SOOOTVFL DF-8000
- 6000 MoDELS (MESH)DF-6000
- 6000 MoDELS (NO MESH)DF-36
Log Set Assembly
. SOOOTVFL LOGS-8FL
.GOOOTVFL LOGS-6FL
MODEIS : E(NWTVFI. 60MTVFL Page -29-
Paga -30-
M OD E lS : 80007V F I- 6M0TVF L
*Q *EpLAcE pno'u"r",,*". )
LIMITED 1O YEAR WARRANW
HEAT-N.GLO GAS FIREPLACE PRODUCTS
ln order to presumptively establish lhe dates to which your HEAT-N-GLo Limited l0 year warranty runs, youmust mail the completed warranty card to HEAT-N-GLb rtneplece pnoDucis, tNc., 6665 w"'ri xiJnirlv13' savage, MN 55378, within 60 days of the date ol.tireplace instaltation. liyou tait to do so, vo, 11.,"-v u"required to prove the date of installation before warranty work can be performed.
The.warranty exclusions and limitations of liability are effective upon installation of the fireplace.
subject to the conditions set forth herein, HEAT-N-GLo FIREPLAoE PRoDUCTS, tNC. fHEAT-N-GLO)extends the following waranty with respect to HEAT-N-GLO Gas Fireplace F.or.tr.
It HEAT-N-GLo is reasonably satisfied that any part or portion ot lhe fireplace covered by this Limited warranryis defective in material orworkmanship under normal use and service as described in the operating Instructions,HEAT-N-GLO will take the following actions:
1' lf lhe defect is reported during the first year from lhe date of installation (stainless steel burners and fiber logsarecoveredfor3years), HEAT-N-GLowillreplace orrepairthe defectivecomponentsat itssoleexpense. Thedecision whether to replace a componenl shall be made at HEAT-N-GLo,I so|e discretion. This Limitedwarranty does not covercomponents broken during shipping, misuse orcaltess handling. HEAT-N-GLoshall b€ not responsible.forany indirect, incidental, or consequentialdamages or for any costs otherthan thoseincurred by HEAT-N-GLo to repair or replace the d.efective
"orpon"ni"rr *mponents (including venting)otherthan factory approved components are used, allwarranty and liability on theiireplace is voioeul oetectsreponed after the first year will not be covered by wananty untess itrey fall within 6e purview orparagraph2or3below.
2' ll the lollowing defects are reported during the second year afler lhe date of installation, HEAT-N-GLq willsupply replacement parts at the current wholesale price: defective electrical or manual components, optionalcomponents or accessories, and glass panels (not including glass panels broken during misuse or'carelesshandling)' HEAT-N'GLO shall not be responsible tor any tabor, transportation or other costs. Furthermore,it shall not be liable for any indirect, incidental or consequenlial damages.
3' HEAT-N'GLo will replace or repair a defective firebox or heat exchanger, at any time during the 10 years f romthe date of installation. Tlf.*:,.t'f."lhetherto replace the defectivJcomponlnt shal be made at HEAT-N-GLo's sole discretion' HEAT-N-GLO shall not be responsible lor any indirect, incidental or consequentialdamages or for any costs other than those incurred by HEAT-N-GIo lo iepai, or replace thtdf"cii;"component.
This Limited wananty is the exclusive remedy available to you. lf HEAT-N-GLo cannot etfeciively resolve awarranty problem in an expedient and cosl-effective mannLr, it can discharge its entire warranty liability byrefunding the price of the product to you.
:#1y:::i1,"^:f:1"'Jllil1"],uTsr *!:rryrsotd with rhefireprace oraddedrhereafter, are Norcovered bythis Limited warranty. The use of other unauthorized components will make this warranty nu1 and voio. rrrjlLimited wananty will also be void if the appliance is not instatted by a qualifieJ instailer in accordance with theInstallation lnstructions. Furthermore,the Limitedwarrantywillbe uirio itttr"tirepiace isnotoperated, atalltimes,according.to the operating Instructions fumished with thi fireplace. Any seilce work must be performed byauthorized service representatives.
EXCEPT TO THE EXTENT-PRO_V-IDED BY LAW, NO OTHER EXPRESS OR IMPLIED WARRANTIES,INCLUDING WARRANTIES oF MERCHANTABILIT oR FlTr.rEss ron e Fanircur-an puRposE, sHALLAPPLY To THE FIBEPLACE PRODUOT. In States that do not allow limitations on how long an implied warrantylasts,ordonotallowexclusionof indirectdamages,thoselimitationsorexclusionimaynotapptytoyou. youmay
also have additional rights not covered in this Limited Warranty.
I$I;[9tpf::::]1._t19!t111$e.9hang.es at any time, without norice, in desisn, materiat, speciricarionsand prices. lt also reserves the right to disconiinue styles and products.
MODEIS : &0MTVFI. 6M0TVFL Page -31-
Engineering, Inc.
*olD^,a re.ptrl also
A++qched'
SOIL AND FOUNDATION INVESTIGATION
FOR
PROPOSED RBSIDENCE
LOT 45, VAIL VILLAGE WEST FILING NO. r. TOWN OFVAIL
trAGLE COUNTY. COLORADO
PROJECTNO. 9683
NOVEMBER 2.1996
q
PREPAREDFo\- iff{ffit"'li;l'.\*
'*:t
c,' 'fft;;1"f$il31'**""&t5
Br$lli 0 r$36 .;
p.o. BoxsT T$\i"fifi,ii1it$ itiii. Ur:'i
vArL, co 81658
Town of Vai[ -' '
OFFIoE COPY
P.O. Box 14i?,At'on,Colorado81620 . (970) 827-9088TeI . (9701827-9089Far
Sr,rrift
a
TABLEOFCONTENTS
E)(ECUTIVE STJMMARY
SCOPEOFSTIJDY
SITEDESCRIPTION
PROPOSED CONSIRUCTION
FIELD INVESTIGATION
SUBSURFACE SOIL A.fD GROTJNDWATER CONDITIONS
FOUNDAfiON RECOMMENDATIONS
CONSTRUCTION PRECAUTIONS
SLAB CONSTRUCTION
RETAININGWALLS
UNDERDRAINSYSTEM
SNE GRADING AND DRAINAGE
I..{WNIRRIGATION
LIMITATION
rIGURES
LOCATIONSKETCH
SI.'BSURFACE E]OLORATION LOGS
S\IIELLCONSOLIDATION TEST REST'LTS
DIS]RIBUTION
PER,IMPTERDRAIN
2
2
2
J
3
3
4
5
5
5
6
6
6
6
DRAWINGNO.I
FIGURENO's I &2
FIGIJRENO's 3-5
FIGURENO.6
FIGT'RENO.7
EXECUTTVE SUMMARY
The proposed residence should be supported with
strait shaft piers, with a minimum diameter of 18
inches, designed for an end bearing pressure of
20,000 psf. The piers should bear on solid bedrock
and be socketed into the rock for a minimum of
twice the pier diameter. See foundation
recommendations.
SCOPE OF STUDY
This report presents the results ofa subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lot 45, Vail Village West Filing No. l, Town of Vail,
Eagle County, Cotorado. The purpose ofthe subsurface soil and foundation investigation was to
determine the engineering characteristics of the foundation soil and to provide recommendations for
the foundation design, grading, and drainage. Geologic hazards are addressed in a report prepared
by E.O. Church Engineering, Geological Consultants. Their report is appended.
SITEDESCRIPTION
- Lot 45 is at 1827 Alpine Drive in the Town of Vail, Eagle County, Colorado. The lot is on a
north facing, steep hill, on the north side of Alpine Drive. The topography of the building site is
steep. From the road down to the lot, the first 20 feet, the slope is 70 percent. From there to the
back ofthe lot, it is about 40. Drainage is to the north. The vegetation consisted of aspen and
evergreen trees. Lot 49 to the west has a residence, while Lot 45 and the lot to the east are vacant.
LKP Engineering Inc.
o
PROPOSED CONSTRUCTION
Based on a set ofplans by Fritzlen Pierce Briner, dated 8-12-96, it is understood that the
proposed residence will consist of
supported with piers. A bridge will connect the building to the road. A garage will be constructed on
the uppermost level of the building, which is at a road grade. A retaining wall is planned for the
support ofthe bridge at the roadside. Loads are anticipated to be light, typical ofresidential
construction.
If the finalized plans differ significantly from the above understanding, we should be notified
to reevaluate the recommendations of this report.
FIELD INVESTIGATION
The field investigation conducted on October 28, 1996, consisted of drilling, logging and
sampling three test borings. The test boring locations are shown on Figure No. L The drilling of the
test borings was done with a 4-inch diameter continuous flight power-auger on a track rig. The rig
was lowered to the proposed building site by a large tow truck. During drilling, the rig was held in
place by cables from the tow truck.
Soil samples for laboratory soil analysis and observation were taken at selected intervals.
Samples were e)dracted by advancing'California'' and a Standard Split Spoon Samplers with a 140-
pound hammer, falling 30 inches. Summary of the soil profiles, values of the Standard Penetration
Resistance, and depths at which soil samples were taken are shown on the Subsurface Exploration
Logs, Figure No's one and two.
SUBSURFACE SOIL AND GROUNDWATER CONDITION
As shown on the Subsurface Soil Exploration Logs, Figure No's one and two, t!q!9{
encountered was fairly uniform. Old landslide deposits and slopewash material covere4the bedrock
These deposits ranged from 28 to 30 feet. Two feet of topsoil was observed in thb borings underlain....\-./-=------l-
LKP Engineering, Inc.
by five to 8 feet ofclayey sand to sandy clay, This soil layer exhibited swelling during laboratory
testing. Below the clayey soil were interbedded layers of clayey-gravelly sand with thin gravel layers,
cobbles and boulders. In Boring No. 1, from 19 to 27 feetwas, very soft, gavelly clay with topsoil.
From 30.5 to 33.5 feet was weathrygJojgtrllgg! with a practical drill rig retusal at 33.5 feet. In
lglggA"r2rylr.tga boulder *gAgjruntggk!21>. Near Boring No. 2, one additional
boring was drilled. In BoriryIor2{tJfusal was encounlged at 28.5 fe_et. 9round water was not
swelUconsolidation, natural moisture content, unit weight and grain size distribution. The test results
are shown on Figure No's three to six.
Review of the Ofiicial Town Maps for the Town of Vail, shows Lot 45 as a Geologically
Sensitive fuea. Figure No. 3, GeologicHazardMap by Lincoln DeVore, dated 8-16-82, part of the
Official Maps of the Town of Vail, shows Lot 45 within hazard classification number 5, Metastable
Slopes. The geologic hazards were analyzed by E.O. Church Engineering, Geologic Consultants.
Their report is appended.
FOUNDATION RECOMMENDATIONS
The proposed residence should b" suppotted *ith sttui
b"g!ry-k A minimum pier diameter of lR:igrhes lg reggnme de{ @
an end bearing pressure of 20,000 psland be socketed into the rock for a minimum of twice the pier
J^--.-\--- -_-+.-+
5!ram"tT According to the soil logs of the test borings, the depth to solid bedrock varied from 28.5
to 33.5 feet.
ne upper
clayey soil, with expansion potential, should not be used as backfill material. This material should be
Pier drilling should be observed on full time basis, to verify the soil conditions. Each pier hole
should be inspected before concrete placement. The bottom ofeach hole must be cleaned from loose
soil and water.
LKP Engineering, Inc.
CONSTRUCTION PRECAUTIONS
An access road and a level area for the pier drilling equipment will be necessary on th! site
,--.v-
To prevent accidents, with the steepness of the site and the existing residences on the downhill side
ofthe proposed building site, every step should be planned ahead. Fence barriers, to catch soil or
rocks rolling down the hillside, should be constructed in place before excavation for the access road
begins. Afill cannot be placed directly on steep slopes. The site should be benched first. All
foundation work, and site preparation, should be done in a dry season.
SLAB CONSTRUCTION
The natural on-site soils, are not suitable to support
corrgqglg& Damage caused by the swelling and shrinkage of the clayey soil will be excessive. Since
the site is too steep for earthwork operations and soil replacement, ry{gggttlTlgrylpg9for
this site. The crawl space should be properly vented according to the building code requirements.
RETAINING WALLS
lh.':!ei$-qeJ4!to1ttr9 u-1-0e9rsypp_ort, ry44!1gppe{9l'vi!!Lpte4s-TE ulPerjlEgl.
soil, with expansion potential should not be used as backfill material. This material shqUld-be
ggllatJ_d{gJ9plry9qf4yg!__ly"]IgigL Foundation walls retaining earth and retaining
structures that are laterally supported should be designed to resist an equivalent fluid density of 70
pcf for an "at-rest" condition. Laterally unrestrained structures retaining the on-site earth should be
designed to resist an equivalent fluid density of 50 pcf for the "active" case.
- The above design recommendations assume drained backfill conditions and a horizontal
backfill surface. Surcharge loading dueto lateral pressure ofthe swelling soil, adjacent structures,
weight of temporary stored construction materials and equipment, inclined backfill, and hydrostatic
pressure due to undrained bacldll should be incorporated in the design. Every attempt should be
made to prevent the buildup of hydrostatic pressure behind the retaining wall.
LKP Engineering, Inc.
loaded slab-on-
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil.lggtallatqgg--
jloundation pgirUctSLdrarqlg;saeil1ulAlrdei. Also, without suitable drainage, a perched ground
water condition can develop in a bedrock foundation soil. A foundation perimeter drain as detailed
on Figure No. 7 is recommended to reduce the risk of surface water entering the pier shaft.
SITE GRADING AND DRAINAGE
general in nature.
The site surrounding the building structure should slope away from the building in all
directions. A minimum of l2 inches in the first l0 feet is recommended in unpaved areas, and three
inches in the first l0 feet in paved areas. The top ofthe granular foundation backfrll should be
covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface
water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed
building site should be diverted around and away from it by means of drainage swales or other
approved methods. The roof drains and downspouts should extend and discharge beyond the limits
of the backfill.
LAWNIRRIGATION
Sprinkler system is not recommended for this site. Erosion control and revegetation should
be canied out to protect the stability ofthe steep slope.
LIMITATION
This report has been prepared according to locally accepted professional Geotechnical
engineering standards for similar methods of testing and soil conditions at this time. There is no
other wananty either expressed or implied.
LKP Engineering, Inc.
7
The findings and recommendations of this report are based on field exploration, laboratory
testing of samples obtained at the specific locations shown on the Location Sketch Figure No. I and
on assumptions stated in the report. Soil conditions at other locations may vary which may not
become evident until the foundation excavation is completed. If soil or water conditions seem
different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
This report has been prepared for the exclusive use of Mr. Steve Arnold, c/o Fritzlen Pierce
Briner, for the specific application to the proposed residence on Lot 45, Vail Village West Filing No.
l, Town of Vail, Eagle County, Colorado.
LKP ENGINEERING,IN
Luiza Petrovska, PE
President
LKP Engineering,Inc.
LOT 42
LOT
LOT
ourut
. cluvcEorEcnMcll
Engineering, Inc.
P.O. Box 1432 AYpn, CO El62o
tct (970) 827-90E8 lor (970) 827-9089
.LOCATION SKETCH
PnoEcr a: 96g1
LOt 15. UA/, Y'u,A6€ r€ST nW6 NO. t .
fo},/u oF uAtL, EAGLE COUNTY COLORAOO
PREPAREO F8:
FRITZI"EN PIERCE BRINEB
s^tE -t"-3o'
DAE: , | -or-96
DRAuNC NA:
1
-u-
BORINGNO.
1
1
DATEDRTLLED: october 28, 1996
ELEVATION:
DEPTTI
FEET
BLOWS
PER FT.
s
Y
M
B
o
DESCRIPTION OF MATERIAL
AND SA.N,'P[T, LOCATION
LABORATORY
TESTRESULTS
REMARKS
-5
-_t0
-- t5
-25
-- 30
---- J)
f Topsoil
25/12
,)9'Rit
E
Light brovn to brown' sandy-
gravelly Clay with roots
Ttrin gravel layers at 4 & 6 ft DD-115.2 pcf
MC= 9.L %
23/12 :1 Bro$n, clayey-gravelly Sand DD-118.8 pcf
MC= 12.1 %
L3/12 E
Bro$n, clayey Sand
DD=l12.0 pcf
MC= 13.1 %
50/3 Gravel' with cobbles and
borr'l ders
B/6 0
Dark Brolrn, gravelly ClaY,
organic
MC= 10.6 %
50/2 I Coarse, slightly clayey-sandy
Gravel
50/o I
Weathered Bedrock
Refusal on Bedrock at 33.5 ft.No Ground Water
Etcountered
LEGEND:
O 2-inch O.D. Califomia Liner Samplc (rclativcly undistuftcd senPlc)
I l-3/8-inch I.D, Splil Spoon Samplc (distuttcd sanple)
24t12 Drivc samplc blow cour( Indic.t6 that 24 blo$s ofa 140-pound hanrnct falling 30 inclrcs wcrc
rcquircd to drivc 0re Califomia or the Split Spoon Samplcr I 2 inchcs
DD - Natural Dry Density (pcf1
I\,lC - Natural Moisturc Conient (%)
-200 - Percent passing No, 200 sievc
LL - Uquid Umit
PI - Plasticity Indcx
T I'D T'N/fTT\rFE'DTNI: TNI^srTRsrlpn^ an n.YpT.nn aTrrlN r.n(:
PRoJEcrNo. 9683
!!^rrvt srv.
FIOIjRENO. 1
T 'DATEDRILLED: OCtObEr 28, 1996 BOR]NGNO.2 & 2A
ELEVATION:
DEPTII
FEET
BLOWS
PER F'T.
s
Y
M
B
o
t
DESCRtrTION OF MATERIAL
AND SAMPLELOCATION
LABORATORY
TEST RESULTS
REN4ARKS
-5
-10
*15
-- 20
-25
-- 30
-35
/TopsoiL
26/L2
23/L2
o
E
Light brown to brown, clayey
sand to sandy Clay, with
roots
lltrin gravel layer at 6 feet
)D-105.9 pcf
u{C= 9.7 %
DD=1.13.3 pcf
,,lC= 16.0 %
25/TL
Brown, clayey-grave1ly Sand
with cobbles and boulders
Ttrin gravet layer at 10 feet
,{C= 13.8 %
-)rl/'|-a1 1
Large boulder at 21 feet
refirsatirrBoring:No;-?
-
reathGrea-FiioCk
RdfuSaIEt 28.5 feet in
Boring No. 2A
\tro Ground Water
r'-ncountered
LEGEND:
tr 2.inch O.D. Califomia Liner Sanplc (rclatilcly undislurbed sanPlc)
I l-3/8-inch I.D. Split Spoon Samplc (dilu6ed samplc)
24112 Drive sample blow count Indicales lhat 24 bloun ofe 140'pound hammcr falling 30 inclrcs wcrc
rcquircd to &ivc rhc Califomia or thc Split Spoon Sarnplcr I 2 inchcs.
DD - Natural Dry Dcnsity (pcf)
MC - Natural Moisturc Contcnt (o/o)
-200 - Pcrccnt passing No. 200 sievc
LL - Liquid Limit
PI - Plasticity Index
T I'D T'N':TNFFD TN'] TNT.|SI]BSURFACE EXPLORATION LOG
PRoJEcrNo. 9683
r-^u srr \r! r!s^r ! vt stv.
RGURENO. 2
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FigurcNo. 3
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Noturol Molrture Conlcnl . 12.1 pcrccnl
LKP Engineering, I"O Projcct No. 9683
Figurc No. 4
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LI(P Engineering,ItO Projcct No. 9683
Figurc No. 5
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Figure No. 6
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clvtL/GEoTEcHNIcAL
Engineering, Inc.
P.0. Box 1452 Avon, Co 81620
tel (970) E27-90E8 fox (97O) 827-9089
LOT 45. VAIL VILLAdE WESI FILING NO. I
TOtt t 0F vAtL
EACLE COUN|Y COLORADO
PREPARED FOR:
FRITZLEN PIERCE BRINER
| 1-01-96
E.O. CHURCH,
ENGINEERS &
tNc.
GEOLOGISTS
November 7, 1996
LKP Engineering, Inc.
ATTN.: Luiza PeErovska
P.O. Box 1452
Avon, CO 81620
Subject: Geological Engineering Hazards InvesEigaLion
1827 Alpine DriveLot 45, Vail Village West Filing No. 1
Vail-, Eagle County, Colorado
Job No. 7649
Dear Luiza:
As requested, we visited t.he subject site on September 28' l-996 Eo
assess geological hazard.s relative to residential construcLion. We
have reviewed your soil and foundation investigaLion reporE for Ehe
site, Project No. 9683, dated November 2, 1995. The purpose of Ehis
IetEer is to present our eval-uagion of geological hazards aL the Site
in accordance with the Town of Vail Hazard Reg|trlations.
The site is located on the slope north of (below) Alpine Drive. IE. is
approximately 120 feet wide and 90 feet deep. The slope is relatively
smooth and about 2tL (horizonEal:vertical) or 50 percent. The
downhitl side of Alpine Drive aE the top of the siEe consists of a
fill embankment. about l-O to 15 feeL high with a slope of approximat.ely
t-!/4tL. Vegetation on the siEe consists of scattered, mature aspen,
spruce, and pine Erees. A small drai-nage area lies east of Ehe site
on the adjacent Iot.
A residence is proposed in the cenLer of t.he site. Automobile access
to a garage at road elevation will be by a bridge from an abut.ment at
the r-oad 1o the house. We understand liEEle or no grading will be
reguired for the develoPment.
The siEe is located within Hazard Area.5 as defined
Hazards Investigation & Subdivision EvaluaEion, which
a portion of WesE Vail including uhe site area, by
by the Geologic
rvas prepared for
Lincoln Devore,
as ttmetastabletrdaied August 16, l-982. Hazard Area 5 i-g-described
slopes.l-n
sEable but not necessaril poLentially unstable (Hazard Areas 4, 4G,
ai6a is the Engineeringg.rg v,
and Geologit Hazardi Map-Series of Eagle County, Robinson, t9'75. The
maps indicate Uhe site lies on the slope below an elevaEed sEream
terrace, mainly to the southwest, and above a younger stream terrace.
A debris fan dieposit is indicaE,ed east of the site, associaEed with
the drainage arLa at thaE locaEion. A large debris slide area is
mapped on the slope above the siEe, but the site itself is not mapped
in a known landslide area.
925 East 17th Avenue
(303) 832-9692
. Denver, Colorado 80218-1407
FAX (303) 832-3s17
P.O. Box 2869 . Evergreen, Colorado 80437-2869
(303) 674-0660 FAX (303) 674-0813
z
Mat.erials encountered in the soil and foundation investigabion borings
consisEed of interbedded layers of clayey, gravelly sand, frequent.ly
containing boulders. A layer of gravelly, organic clay was encoun-
tered in one of Lhe borings. weathered bedrock was encountered aE
depths of 27 and 30.5 feet, roughly the same elevation, given Ehe
difference between surface elevations aE the EesE hole locations.
Based on our site visiE, Ehe published geology maps, and Lhe drilling
resulEs, we interpret Ehe subsurface materials to consist mainly of
int.erbedded aI1uvia1 deposiEs from Gore Creek when it flowed ats higher
elevations. Colluvial slope deposits may be mixed in and likely
manLle the slope surface. we observed rocky, clayey silt and sand
colluvial maEerial in the road cut south of the siEe. No ground waEer
was encountered in the borings to the maximum depths drilled of 28.5
and 33-5 feet.
Sma1l. slumps exisL on the uphi-1I side of Alpine Drive opposiue the
sJ-Le, exEending eastward down Ehe road into t.he drainage area. These
slumps apparenLly have existed since aE least L982 as they are
specifically mentioned in the Lincoln Devore report (page 15), and may
have been initiated by excavaEion for Alpine Drive. The slumps have
not disrupted the existing pavemenL or curb-and $ltter on Alpine
Drive. No siqns of slope instabilitv were observed on Ehe lot or
a a i a c e n e
*E#b-n -i
n di s uLi;E-e d-ha t?Yi a 1'6h - rn 6t o* nnTl-l-^s i d e o f A I p i n e
Dri-ve. Slow surficial- soil creep, like1y limiEed to the uppermost 1.-.-.-=i--- -Ftr-e--x ite=l-,b=--ecE-us-eor 2 teeE ot so1l, Is belleved to be taKrng pJ-ace on -..- ---:J ------t'r-tts--refaElve clanat]'on -taclng pos]-tr]-on.
The resul t s of our s iLe vi s i t diq_ ngqjO:l9lry-cly-9991.3g+9-!3??ld:
wh i ch wou 1 d p reven t E he _p ropo s eA--A-evel-oDF6nq: !fi e Er opre gpp_gg r-q glQ
EEeitlE-lnae?-ple6elf _"o-re-lfiS!E; - --rha---5I[mbE--atE6sB-Al-pine Drive
ffiivlcy=bf--the area to slope inst.abifiE.y, however.
It. is critical that, t.he proposed developmenL not change t.he presently
stable Slope by earthwork or drainage changes. Cuts int.o the slope
and fills bn the slope should be avoided, as boLh types of grading
could. destabilize lhe slope. MosL importanE is control of surface and
subsurface drainage, because increased subsurface moisture usually-is
the etement which causes slope failures. Runoff from Alpine Drive
should noE be allowed to flow onto the sit.e. Runoff from the
structures should be carried well away from foundations. If the
.runoff is concentrated, it must. be directed to locations where iL will
not cause erosion or damage to the properLy adjacenE on the downhill
side. Drainage from Ehe dEveloped L,ot ag on ttre wesL side of the site
should aISo be controlled so it does not spread onto the siEe or cause
erosion.
We understand pier foundations dritled ingo bedrock will support the
structures, and a crawl Space haS been recOrmnended Under the hOuSe-
For these conditions, building loads will not be imposed on the slope
and wilt noL affect slope stabiligy. Also, no structural elements
will rest directly on ghe ground surface, and any soil creep which may
occur would not have an effecE on the structure.
In concLusion, we believe there are no geologic conditions which wil}
prevent development for a single-family residence as proposed.. we
leconunend final site plans be reviewed by a geotechnical engineer
3
prior to constranction, and the foundation. consEr:uction should be-observed by the engineer to check for unanticipaUed conditions. If
cutss or fills were made on Ehe slope, or if structural loads were
added to the slope, we would reconunend a complete slope stability
analysis be performed. This would require addiEionat drilling and
more comprehensive soil Eesting. We ltould be pleased to provide
additional consultaEion in this regard if needed.
If there are any questions, or if 1r'e can be of further service, please
caII.
Very Eruly yours,
E.O. CHTJRCH, INC.
-Y--\ '/-,tl\\./-\ '61,t-\-\&\ l(-
Damon R- Runyan, P.E.
Geological Engineer
3 copies sent
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Dccder L!' 1996
eeal, -
Yery Lnrl)' yours'
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FRITZLEN PIERCE lg 001
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FritzlenPierceBriner
1650 E. Vail Valley Drive, Suite C-l o Vail, Co.81657 . (970) 4766342 t Fax: (970) 476-4901
October 11,96
Charlie Davis,
Plans Examiner, TOV
Re: Arnold Vail Residence Permit Submittal
Charlie,
Attached are the plans for the Arnold Residence to acquire the building permit. Several weeks
ago an issue was raised by the Town Planning Department and Public Works department. The
concern pertains to the physical geologic location of the project.
The timing of this could not really have been worse, as we were about to submit for permit and
begin construction. Performing the additional tasks this problemhas requiredhas delayedus
about a month.
In order to expedite things at this point we are submitting the plans as currently designed, for
current htown conditions. However, per conversation with both Dominic Mauriello and Terry
Martinez, the permit is not to be issued until the soils (and associated) investigations have been
done andreports issued. Ifthese reports address specific construction requirements (drainage,
foundation design, etc.) we will adjust the plans and submit them to replace any appropriate
drawing sheets. The majority of the plans should not be afected.
Please call me if you have any questions or comments. Thanlcs!
fc: Dominic M, Terry M.
L 19604\DOC\TOV l0l I.DOC
Sincerely,