HomeMy WebLinkAboutINNSBRUCK MEADOWS LOT 6 LEGALt't I fi?
coPr
Department of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
FAX 970-479-2452
TOWI,I OFVAIL
January 25,2W1
Greg Amsden
Amsden, Davis & Fowler
Suite I l2 The Wren
500 S. Frontage Rd. East
Vail. CO 81657
Re:Verification of property address for Marilyn M. end Robert A. Rymer
Dear Creg:
I am responding to your request for address verification for the above referenced proPerty
owners.- Accordingto the Eagle County Assessor, the correct address for this property is 2E32
Kinnikinnick Road. Unit E, Vail, Colorado 81657/Lot 6, lnnsbruck Meadows, located on Parcel
Number 210314323005.
I hope this information has been of assistance to you. If you have any further questions, please
contact ne at 479-212E, or jrodriguez@ci.vail.co.us.
, lSincerell, , ,\ l. ;./ /at&"r, Iudy Rbdrisrez ( ) t
( zPlanning / CertifieiI Permit Technician
Town of Vail
Cc: Citimortgage, Inc.
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Jan 24 O1 O1:Olp nfen Davis & Fourlen RE s?l?6-863?p.1
TO:
GO.:
FAX#:
PHONE #: '?.t58
FRoM: fusrt d,tloar
SENDER'S FN( #: 476-8637
SENDER'S PHONE #: 476-8610
SENDER'S EMAIL:
FN( COVER SI{EET
D*nt.rt
tlDArE: tl$fOt Total #pss (incl' Gover sheet):
RE: Verif;.,,*tn & prf€"|"/ aJJru Sr bnder (,re "lfuJ.d ltth)
{ For Revlew { PleaseReplY
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IIIARILY-\I M RYMER
ROBERT A RYIqER
6515 RAINBOW AVE
SIIAITINEE MSN KS 66208-L967
Dear CitiMortgage Customera :
Thank you for providing information about the error in your property
addresg. The propertsy addresa shown on your morlgage loan document,s
is as follows:
2850 Kinnickinnick
uail, Co 815 57
In order to update our recordg, please
or counly recorder's office\ ndicating.. t -: r :: :citylcounty-Ietsterhead and signed by a
include your account nurnber and return
seLf -addressed enveloDe.
For further assist.ance please vrrite to
3t:
Road
send us a letler from your city
the correct property addreaa on
city/county employee. Please
the letter in the enclosed
our Customer Service Departments
write
CitiMortgage, Inc.
P.O. Box ?90001, M.S. 301
St. Louis, MO 53179- 0001
to us, pleaEe refer to your loan number: 5111101382.
Customer Service Department
Enclosure
0010180000L019
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ENCROACHMENT AGREEMENT
Town of Vail / Innsbruck Meadows Subdivision
THIS AGREEMENT, is entered into on the 8th day of December, 1995 by and between the
Town of Vail (tthe Town'), a Colorado Municipal Corporation and Innsbruck Meadows
Development, Inc. ("the Property Owner").
WHEREAS, the Property Owuer is presently the owner of certain real property
described as Innsbruck Meadows Subdivision, located in the Town of Vail, Eagle County
Colorado; and
WHEREAS, the Town is presently in possession of an easement 20 feet in width,
running through the aforementioned property, which easement is designated on Exhibit A,
affached hereto and incorporated herein by this reference; and
WHEREAS, the Property Owner desires to construct a permanent structure that
will encroach upon the described easement in an area approximately 4.19 feet x 8.30 feet as
setforth and described on Exhibit A; and
WHEREAS, the easement is presently in active use.
NOW, THEREFOR.E, in consideration of the covenants and promises herein, the parties
hcreby agree as follows:
l. The Town shall permit the permanent structure to encroach upon the
aforementioned easement.
2. The Properly Owner shall indemnify the Town from the costs of any
repairs to the easement which may occur as a result of the construction of the permanent structure
over and upon such easement.
3. The Property Owner shall hold harmless the Town from the cost of
repairing any damage to the stmcture, which damage may be caused by the installation of utilities
in this easemenl or by any other use of the easement.
4. This Agreement shall bind the successors and assigns of the Properly
Owner, and shall be appurtenant to and deemed to run with and for the benefit of the
aforementioned property in the Town of Vail, Eagle County, Colorado uutil such time as the
Town vacates said easement. This Agreement shall be recorded in the permanent records of
Eagle County, Colorado in accordance with the laws of the State of Colorado.
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed
as ofthe day and year frst written above.
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(n,;
RobertBome
STATEOFCOLORADO )
i ss.
COUNTYOFEAGLE )
1995 by
. Witness my hand and official seal.
Holly McCutcheon, Town Clerk
STATEOFCOLORADO )
i ss.
CoUNTYoFEAGLE )
My co-mmission expires "",fu 5 I
By
The foregoing Agreement was acknowledged before me this t^ day of Aee* a'.,
1995 by /oarnt ,1. i1"1-''fi9 fatta rfti3pa
Wihess my hand and official seal.
My commission expires on:
Robert W. Mclauriq Town Manager
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INNSBRUCK MEADOWS DEVEIOPMNNT, INC.
P.O. BOX 4205
VAIL, COLORADO t1657
303-47G5263
Town Of Vail
Office of Community Development
Att: George Ruther
Oct22,l995
Re: Innsbruck #6
Dear Georgg
This letter will act as my acknowledgment of the discussions that we have had with regard
to my need to file for a variance on lot 6, at Innsbruck Meadows.
I acknowledge that you will allow me to get framing inspections and tlerefore continue
construction at my own risk. I understand that if no s{rch set back variance is granted I may have
to remove the encroachment and your framing approval is not to be de€{ned as any approval by
you or the Town ofthe encroacbment.
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EASIS OF EWAIION :
BUILDINC IN TKE SETBACK UOST 8E R&YOVED. rEE ENCROACHUEIrI ISSUE
BE RESOLVED PRIOR TO T.C.O.
THAT TUE ATPLICA"YI SUBMIT A I'RITTEII LEITER ACKNOIJLEDGING EIS
OF THE CONDIIION STA1ED TO TEE OPFICE OF COII T'NIT\
?O A TRA,\{INC
TRACT A
t0' Acc€ss AND
unurY EAs€uE r
20' PEDESIRIAN. UNU|Y
ANO ORAINAE EA$AIE T
OPEN SPACE
8.H. toP NLf It F1RE PLU6 EW. 7829.07
Ar s/yt coR R ff Lor z &@r + wrL NtmtfruvAlN.
MIE AI! &.J!ONE N8 RE PERP€}IDICUW ffi EWAT
I hcrcby ccrtift thoa this hnp.ovcmant locotlo, ccrtificota ,os pr+a.cdfo. Ih. morlgogc lendd .md th. UA6 hsumaca cotnport thol it b oot o
lond su.tat plaa or iflplovatnana turwy DloL ond thoa it ls t ot to b. d&
uPon lo. ahe .stablishmea( ol fcnca, btfldhg, or othq futura idgrovamentlhas- I lnrthc. c.rtify thot thc irlprovan.att oa the oboe d.scrbcd porce!o., this dat.. arc.pt utilit! coanaclio.rt @.a anthcty uithh ahc boundoritof th. p@cet .xc.pt os 5ho'4 thot lhaa ora no drcroachmcnts uoon !h.
clescrhacl P.cmbct by inprovcrnents on any adhiniDg p.cmis.s, cxcept oe&tdicolc4 ond thot ahcrc is tro .rpp&c.rt cvAenc. ot tiga ot ony cas*aant
crosst g or buratcaing aryl pad ol saicl pa4d. atcqt as notcd,
fhis cqtifrcato doas ho( coastiauto o tiua seorch bl lnaal-tlountoi,,
Enginea.ing to d.t.fi,rha ornarship ot aoaaacnts ol ...6ct Fq ottitltmatl'oa rago.ding casqlcrts, rights-of-noy o. tillc of r6cor4
IDte.-Uout toh rclied upon th. Fhtt Am.adn.nt to thc FmaI ptaa af
lnntbruck Ucodorq o g)bdi-.sion h lofi of Vo4 Eaglc Countt Cotoro&.
r.L. c. APPROVED l0/20l95 H*"{-'2-gr*',
COI{DITIONS: THAT TEE A.PPLICA$T Appl.y FOR A VARIANCE FOR ENCROACA]IENT SEOWN IN
,s'stREAM EAs ENT iP,T3*95: -:YIE-:::119*.:*rgc!-::-"9'A?jloE? rnAt PoRrroN oF
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BLOCK 8
VAIL IN IERH4JN TAIN
OEVELOPHENTgJSatwgot't
NOnC€: Accudhg lo Colqodo Io, )/ou mltl cott mcacadV.legd octioa b6.d upa.1 d1t dclcct h this sureynlhh th.ec laort oLcr )'ou frtt discots stch defcct.
la no cyatt, mol oat octio.t bos..t upot oay dalacl hthis slrv€y ba commancad moaa that, t tr
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IilPROWMEN T LOCA NOAI CERNNCA 7E4,t6td ttna t* 6 aof a 4.,-6r,!D ,o_r7_g5PROPOS€D LOT 6
|NNSERUCK UEAOOWS
EAGLE COUN TY. COLORAOO
lto Mr@ &x dt a&a
#s,nn Review Action tt
TOWN OF VAIL
Category Number IZ
Project Name;
Building Name:
Project Description:
Owner, Address and Phone:
Legal Description: Lot Block- Subdivision Zone District
Project Street Address;
*^ronor,ftr*, @'il":I
Seconded by:
{nnnrovar
! Disapproval
3 Staff Approval
Conditions:
Town Planner It'o"r", Z/Zlfqd DRB Fee e,e-c^ia 7D'@ ,7n J
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MEMORANDUM
TO: The File (Lot O/lnnsbruck Meadows)
FROM: George Ruther, Town Planner
DATE: December 6. 1995
SUBJECT: The appeal of the Planning and Environmental Commission decision to deny the
front setback variance request to allow for a iesidence under construction to
encroach into the front setback located at 2850 Kinnickinnick/Lot 6, Innsbruck
Meadows SuMivision.
On December 5, 1995, the Vail Town Gouncil heard a request of an appeal of the Planning and
Environmental Commission decision to deny a front setback variance request. On November
27, 1995, after completing a site visit to the property, and discussion at an evening meeting, the
Vail Town Council overturned the Planning and Environmental Commission's previous denial of
the front setback variance by a vote of 7-0. The motion to overturn the Planning and
Environmental Commission decision carried with it two conditions. The conditions of approval
are as indicated in the staff memorandum to the Planning Commission dated November 27,
1995.
f :bveryon€b€orge\memos\f lebome.d06
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TO:
FROM:
DATE:
SUBJECT:
IIEMORANDUM
Planning and Environmental Gommission
Community Development Department
November 27, 1995
A request for a setbact variance to allow for a residence under
consiruction to encroach into the lront setback located at 2850
Kinnic*innicULot 6, Innsbruck Meadows Subdivision'
Applicant: Am. Bros. Development Inc., represented by Bob Borne
Planner; George Ruther
I. DESCRIPTION OFTHE VARIA,NCE REOUEST
The applicant, Bob Borne, representing lnnsbruck Meadows Development' lnc', is requesting a
rrontfri-Uact variance toi'a rilw single-family residence currently under construction on Lot 6'
i"riibi"Jx frrfeadows SuOOvision.- A-euilOing Permit for the resid'ence was issued on September
18, 1 995, and construction has proceeded since that date'
On October 19, 1995, the applicant submifted to staff an lmprovement Location Certificate (lLC)
for *"i"*l"O approvat.
-Stift
requires the review and approval of a1 ]LC to insure that the
structure under construction compties with the relevant ddvetopment sta-ndards prjo1 to.l[e.
Town,s Buitding tnspectois corpieting a framing inspgc.tiql: When statf reviewed the ILC for Lot
O, ii'rrrUir"f. UTEJOJws SuOOiviiion, it-was deter-mindd that the northwest corner of the residence
was encroaching g.S feeiinto me tiont setback and also into the platted 20'pedestrian -utility and
Orainage easem-ent (see Anacnment 1). Since encroachments into any required setbacl(
r"quil
"n "ppro"aifrom
the Planning and Environmental Commission, ths applicant-is
"diing a triirt setback variance to allow for a 3.5'encroachment into the required 20'front
setbaci on Lot 6, Innsbruck lleadows Subdivision'
II. BACKGROUND
staff conditionally approved the lLc submitted on october 19, 1995. This allowed the contractor
toieceiue a tramlnj inspection and continue work on that portion of the structure not in the front
sltact or platted easehent. A condition of approval fegujred the contractor to submit a letter to
tn-d corr.i"itv oevetopmlnt Department ackn6wbdgingfial should a front setback variance not
ilapp;;;J6i th; Fib: il in,iuro tne encroachme-nt i-nto the P[ane{ easement beapproved bv
tne io*n of Vdit puUtic Wo*s Department and the utility companies, that portion of the structure
en"roiining into tne troniiibaOi and the platted easement shatl be removed. This shall occur
iefiidtfus 6t adoitionat eipense incurred ds a result of continued construction on the residence'
an"V inconuenience to tne iontractor, or staff's previous approval of the ILC' A second condition
ieriuireo that the contractoisuumit a variance'applicatiori.' The contractor has complied witt
each of the conditions of approval.
According to the applicant, the 3.5'encroachment is a result of a surveying error' .Several
months eirtier, thd bontractor contacted Intermountiain Engineering and requested a "property
tine stake-out.; (see Rttainmeni ii ine reason for the "property line.stake-out'was to allow the
iiontiictor io pdce the foundation of the structure within fre required setbac*s. The surveyors
f : \ever]/one\pec\!€dlo!\inBlbruck.D27
staked out the four corners of the lot as requested, but according to the applicant, did not place
"iii;-p"i"s
irong ihe front property tine to iridicate a radius along that line. With no such
ini6rhtation phy-sicalty staffuJbut bn the ground indicating aradius, the contractor assumed a
ciiorO ifong'tn6 tronfproperty line and stiuck a straight line from pPryrg_gorner to property
ioiner. Thirefore, ftb OitifOiirg foundation was located based upon an incorrect front property
line location. The amount of dncroachment into the front setback and platted easement
;,-,"!;;il; witn me o6erenie in feet between the radius of the lront property line and the
assumed chord line (3.5').
III. CRITERIAANDFINDINGS
Upon review of the criteria and Findings, section 18.62.060 of the Vail Municipal code' the
Cbmmunity Development Department recommends denial of the requested front setback
variance based on the following factors:
A. Consideration of Factors:
l.There|ationshipoltherequestedvar|ancetootherex.stingor
potentlal uses and structures in the vicinity'
Theimpactoftherequested|rontsetbackvarianceontheexistingof'
potentiht uies ino stiuctures in the vicinity, in the ^staff's
opinion, will be
minimal. rtre tront setback encroachmeni on Lot 6, Innsbruc* MeadOws
subdivision,ls such that it would appear no other homes would be
effected. ihe nearest residence to ihe encroachment is to the north
across Kinnickinnick Road.
Accordingtotheapprovedsite/|andscapep|an,thebuildingcornerwould
be 24.S tdeitrom f,r'e OacX of the curb line'and 11 feet from the pedestrian
sidewatf. inJfanO""ape plan shows eight, two-inch caliper aspen trees in
the area immediately ablaient to the point of encroachment (see
Attachment 3). No spruce trees are proposed tor Lot tt'
2. The degree to whlch relief from ths strict and literal interpretatlon and
enforcementofaspec|fiedregu|ationisnecessarytoachieve
compatibllity and unlformity ol treatment among sltes In the vicinlty or
to attain the obiectives of this title without grant of special pdvilege.
The degree to which the applicant is requesting relieJ lrom the strict and
literal interpretation and enfbrcement of tre front setback regulation is the
minimum rieceisary to allow the structure to remain as constructed' Many
of tre older existinj structures in fre Vail Intermountain area are non-
conforminq iJ tney-retate to setbacks. An example of such non-conformity
in the areiof the innsbruck Meadows subdivision is the camelot
Townhomii. The Gamelot Townhomes are non-conforming as they relate
to the froni, sides and rear setbacks. Other examples of non-conforming
setbacks in the Vail Intermountain subdivision are the Bellflower
condominiums(Lot7,B|ock6,Vai||ntermountainSuMivision)'the
Westridg; ConObminiirms ltoi t, atocf 8, Vail Intermountain SuMivision),
and thehush Gondominiuis (Lot 9, Block 8, Vail Intermountain
Subdivision)'
f : \ever!,obe\P.c\D@a\tnnsbruck-n2?
3.
As the applicant has pointed out, and staff addressed earlier in the
memorahbum, the 9.5 foot encroachment into the front setback is a result
of a s|rveying error. While staff understands how the error occurred, and
why the OuitOing is encroaching into the front setback, it is staff's opinion
tnai ttre grantin! of the requested front setback variance may be a grant of
speciat p-riviteg6. lt is stati's betief hat if the applicant had requested the
vhrianc6 prior to construction, rather than after the structure was
compteteiy framed, the requested variance would not be supported by staff
sinci it adpears no physical hardship or exfaordinary circumstances or
conditions exist on Lot 6.
The effect of the requested variance on light and air, distribution or
population, transportation and trafflc facillties, publlc facilities and
udlities, and public safety.
In the statf's opinion, the requested variance to allow the structure to
eniioiCn g.S t'eet inio the frdnt setback will have minimal, if any, negative
impJcti on the criteria described above. The struclure will still be 24'5
ie,it tiom Ure back of the curb line. This distance should still allow for
Jfiuite iuntighr to reach Kinnickinnick Road. Thus, avoiding any icing
tiot}1na on tn-e sreet due to shading. Additionally, x1e utility companies
have provided an encroachment agreement acknowledging their
a.ceptan.e or the building encroachment into the ptatted pedestrian' utility
and drainage easement (see Attachment 5).
B.
before granting a variance:
1. That the granting of the variance will not constitute a grant ol sPecial
tilitegi inconsiltent w1h the limitations on other properties classified in
the same district.
2. That the granting of the variance will not be detrimental to the public
neafth, sifety or-welfare, or materially injurious to properties or
improvements in the vicinitY.
3. That the variance is warranted for one or more of the following reasons:
a. The strict literal interpretration or enforcement of the specified
regulation would result in practical ditficultV or unnecessary
ptiysical hardship inconsiitent with the obiectives of this title'
b. There are exceptions or extraordinary circumstances or conditions
applicable to th'e same site of the variance that do not apply
gbnerally to other properties in the same zone.
c. The stict interpretation or enforcement of the specified regulation
would depriveihe applicant of privileges enioyed by fie owners of
other properties in he same district.
f r \avsr!loDe\)ec\n@8\tDlsbruck.D27
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IV. STAFF RECOilIIENDATION
Stafi recommends denial of fris front setback variance request. Staff believes the
request does not meet the Criteria and Findings, listed in Section lll of the memorandum,
in order to grant an approval of the variance.
Staff believes that the applicant has met Criteria and Finding-s A1., A3, 82' 83 a, b g c'
Staff does not believe, tidwever, that the applicant has met Criteria and Findings A2, and
81. staff is specifically concerned that fre lranting of approval o!.fie requested variance
may result in itre graniot a special privilege inconsistent with the limitations on other
properties classified in he same zone district'
should the pEc choose to grant an approval of the requested variance, the staff would
recommend that the approvat carry with it the following conditions:
,/ ,., The appticant shall proceed through the proper procedure to vacate that portion of
\, ./ the pddestrian, utilitiy and drainage easement into which the building ii . . -\r ii,"io""ni"g tiior to receiving a iemporary Certificate of Occupancy for Unit #6'
The applicant shall revise the proposed landscape plan which illustrates eight two-
incn c'aiiper aspen trees in thsvicinity of the encroachment, and propose a
minimurir of twb additional eight-foot evergreens. lt is the staff's opinion fiat the
nno euergre"ns witt tretp mitigate the addiiional 3.5 foot encroachment upon the
pedestrian sidewalk.
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ATTACH}IENT
'I3
INNSBRUCK MEADOWS HOMEOWNERS ASSOCIATION
P.O. BOX {}5s
VAIL, CO|0RADO El65t
30t47G5263
Oct 3{1, 1995
To whom it mey concem;
This is to confirm thet Innsbruck Mcedows llomeowners Association has no
problem with the pnoposed Varirncc submitted by Innsbruck Meadows Development, Inc.,
with rt?8rd to tn enctrtchment of the Northw$terly comer of the home being built on Lot
6 , into thc fnont yard pcdestrian, utility end dreinage easements.
WM*'f,u
ATTACHMENT #4
o
ENCROACHMENT AGREEMENT
State of Colorado, hercinafier referred to as 'District"
. -qms AGREEMENT, is made ?nd enrcred into tbi; J4 *, ot NACJ , r*,ttU,gc!+mfg$Al anA r)\|aurb/uewst' ttc a {uasimunicipal corporation$f the
WHEREAS, Prope^rty Owner(s) is/rc presently
property described Es i tJfuS 6 t-ct e'fe- /la?4?A'ztS
the ownerb) of
S-y"ar]rsea
certain real
, located in
Eagle County, Colorado; and
WHEREAS, tbc District is presently in possession of an easemcnt -2d feet in
width, nrnning tbrwgh the aforemenrioned pree4f, which easement is described on Exhibit A,
acached hereto and incorporated hercin by this rcfercncc; and
WHEREAS, Property Ocme(s) desires to constnrt a pernagFd stnrcurre that will
encroach upon the described easement in an arca approximatcly ? /= ' x 8' ', said
encroacbment being described on Exhibit A; and
WHEREAS, the eascment is an active sNeEeDt presently in use by the District.
NOW, THEREFORE, in consideration of the covenane and promises hercin, the parties
hereby agrce at follows:
1. The District shall permit the permanent structure to encroach upon the
aforcmentioned easement.
2. The Property Owner(s) shall indemnify the District ftom the costs of any
repairs to the District's utility lines which may occur as a result of the consmrction of tbc
permanent strucalre over and upon such easement.
3. The Propcrty Owner(s) shall hold harmless the District from the cost of
r4airing any daoage to tbe stmchue, which damage may be caued by the installation of new
utility lincs in this easemec, or by a break in present and fuore utility lincs of tbe District, or by
the repair of such break by tbe District or by othcr maintcnance of thc lines.
4. Tbe Property Owncr(s) shalt indemify the District ftom any ircreasc inthe
cost of consmrction of any new utility lines or in the cost of any repairs to the Disrict's utility
lines, such increasc, f -y, due to the proximity of the permanent stmcurre to tbe utility lines.
ATTACE}IENT /I5
5. This Agreement shall bind tbc srccessors and assigns of tbc Property Owner(s), and sball
be appurrcnant to and decmsd to nm with aod for the bcnefit of tbc aforcmentioncd prqerty in
Eagle Counry, Colorado nntil ss6[ timc rh't the Distict abandons said easened. This Agreeoent
shall be recorded against said property in accordance with tbe laws of thc Starc of Colorado.
IN WTINESS WHEREOF the parties hcrco have caused this Agrcenent to be executcd
as ofthe day and year first above wriuen
PROPERTY OWNER(S)
*s f(t6- c,i= /uilsa4o4<lutP(bzos
ATTEST:
Assistaat Secretary
By
By
Dcnds Gclvia, Gencral Maoager
t
STATE OF COI.ORADO
COI'NTY OF EAGLE
)
) ss.
)
Tte.forego$ instrument was acloowledged beforc me this jk{tday of Uov*,*b"
-,
1995, by Q.o\-"$ Bo'c*c.
My Commissionorpircs: *n '
STATE OF COIJORADO
)ss
COT'NTY OF EAGLE
)
)
Tbc foregoing insrnrncnt was acknowledged bcforc me this UUt of i,lorlc^,.\er
_, 1995, by Demis G€lvin, as Gencral lr{aaager of tbe Arrowhcad Metropolitan Sanitation
District.
My Commission orpires:
Notaf,v Public
INNSBRUCK MEAI)OWS DEVELOPMENT, INC.
P.O. BOX 4205
VAIL, COLORADO E1657
303.47G5263
October30,1995
Baclgnound:
Innsbruck Meedows is e multi femily project which is currently platted as one big
lot
It is pttnned for a total of fourteen homes , nine of which are single family, four of which
are primary/secondary with the secondary unit being an EEU and the last being a
tnte primery/sccondary and which is being built for the original seller of the land. Prior to
delivery of titlc to unitq new plets will be creeted which show Improvement Locations and
the individud lots which are to be transferred to purchasen.
At this time no units have been transferred end all of the property is owned by
Innsbnck Meadows Dcvelopment, Inc.
The verirnce ttret we are requesting ir as follows: Iherc are presently five homes
under construction. One of the homes , building sir recently had an ILC issued which
showed e smell encrolchment of the Northwesterly comer of the building into the front
easement This encroachment crtends about 3.5 feet into the easement at the verl comer
of the building and trevels on a diagonal for eight feet where it crosses out of the easement.
Thus the encrorchment is ebout foudeen square feet.
The enor in the Southwesterly corner's locetion wes occasioned by an omission on
the pert ofthc projects surrveyor who was directed to stekc out the proposed lot and
casement so that a foundation could be installed on that lot. The sur?eyor through some
sort of omission stalred out thc four comen of the lot but omitted to stake out any
intemedirte chengcs in direction of those lines. In this case the relation of the property
line to the curb ranged from eleven feet on one side to four feet on the other, thus making
tbe Northerly lot line e parebola or uneven curve end not the straight line he indicated by
his placement of comer lot line stekes. He provided no intermediate points at all in that
line. \ile have included in this submission a letter from the sunyeyor indicating the
accurrqf of this strtemeirt
With no intennediate points to indicate something other then a straight lot line, the
ATTACHMENT #5
contractor stttck a line from lot conrer to lot corner and set the front cornerof the home
on that chord. Sincc the home was not desigped to follow the lot line , but rather move
away from it only thet Northwestedy corner intrudes into the easement by some 3.5 feet
and gnduelly decreases to zero encroachment in a length of eight feet. The variance
requet therefore is to dlow a triangular portion of the two story building, of
approrimately fourteen square feet, to intrude into the ersemert as shown on the ILC.
We feel that the request meets the criteria nec$sary to quali$ for such a variance in
that it is surounded on three sidcs by other homes within its subdivision and only faces
Kinnikinick roed on the Northerty side and therefore has no effect on other existing or
potcntid uscr rnd structurcs in the erce.
lVe feel that it would qudi$, as e hardship as in its present stste to take down a
sevcntecn hundrcd squtre foot home and garage would be rn ertreme solution to the
problem' rrVe fect thet since this enor wrs occasioned by an omission by the surveyor for
the entire projed end thet the hardship was imposed upon us by a party employed to
prevent just such a happening and was not e willful or knowing act on our part, that the
hardship of knocking down the building or removing one of its outside walls would be an
extreme punishment for anothcr entityrs error. In addition it should be noted that an
additional herdship would occur to the purchaser of the home who has plans to close on the
home in errty Decembcr.
I would elso likc to refer to a similar case in which the Boerd reacted favorably to a
veriance request ceused by r surueyors error in laying out an incorrect elevation for a
building in Erst Vail and thereby caused that building to exceed the required height
rcctriction by two fect
Additionelly we believe thet the encroachment is of a minor nature and the granting
the variance would have no efiect on light and air, distribution of populetion,
trensportation, tnllic fecilities, utilities and public sefety.
We dso feel that the varirnce request is within the spirit of Vail's comprehensive
plan. It should be noted thet since the building's grrsge door faces a Wester.ly interior
strec$ the side in qu€ftion is rctually e sirle yard end not a front yard. In most similar
single fenily suMivisionsthc side yerd requirement would only be fifteen feet and
ttertforc the present condltion would not be en encroechment
I cocloce the following:
| 1) Iour cophl of thc II,C indicetlng thc cncrpechmcut
, 2) Four coplcl o,f e lcltcr fron In&r Mountrin Englnecring indicating the frc.ts of
tlb buc.
3) Four copic of ttc Architceb rtatcmcnt rcgrrding sena
4) Four copicr of ovcr dl ritc phnr, rpcciftc rite plrns er wdl ec el€vrtions and
foorphnr.
5) Four copbr of tbo vrdrncc eppligtbn
O Thc rcquircd fcc for thc pplietlon
Rcpoctftrtry rubmittcd,
Innrbnch Mcrdowr Dcvdopmcnt, Inc.
By: RobcrtBotlqPIIG!.
DRAFT
PLANNING AND ENVIRONMENTAL COMMISSION
November 27, 1995
Minutes
MEMBERS PRESENT: MEMBERSABSENT: STAFF PRESENT:
Bob Armour Tom Moorhead
Greg Amsden Mike Mollica
Greg Moffet Jim Curnufte
Henry Pratt Lauren Waterton
Jetf Bowen Randy Stouder
Dalton Williams George Ruther
Kevin Deighan (1 hour late) Judy Rodriguez
Public Hearlng 2:fi1 p.m.
The meeting was called to order by Bob Armour at 2:05
Kevin Deighan was not present.
Mike Mollica asked for a Commission discussion and vote on lhe VA temporary tent in
Lionshead.
Randy Stouder stated that the VA temporary tent is made of vinyl rather than canvas and felt the
PEC should review the change in fabric. He said there would also be rough log siding on the
lower portion of the tent. He asked the Commission to confirm that the material is appropriate.
He was looking for the Commission to decide on whether the term should be changed.
Bob Armour said we now have a new tent with ditferent material.
Jack Hunn said the current tent was not portable, however, the fabric is ol the same quality.
Dalton Williams had a problem with the rough wood siding and with the fabric. He stated that it
looked like an old beat up shed. Last year's canvas was OK. Dalton said to put back what was
approved, the size, construction etc.
Jack Hunn said the new location was approved.
Dalton Williams said the approved tent was a roll up and this new system precludes that. VA is
moditying an approval. He is not in favor of approving this change.
Jack Hunn said the rough siding gave a western look character and was why it was chosen.
Randy Stouder also added that staff recommended the rough siding for a western look.
Greg Moffet asked if the same material from last year was still available.
Jack Hunn suggested going with sample 3 rather than switch mandfacturers. Jack Hunn
requested going trrough one year looking like it does. They did make a mistake by putting the
shiny side out, instead of the dull side. Sample 1 was last years fabric and sample two is this
years, with the exception that the shiny side mistakenly was put on the outside and can't be
turned inside out.
Dalton Williams said sample 3 is acceptable.
Greg Moffet moved that the tent fabric be submitted to the DRB, with a recommendation to
change to sample 3 and use the rough siding this year.
Greg Amsden seconded the motion.
The vote was 5-1, with Dalton Williams opposed, because the wood siding is not in the same
taste as the rest of Lionshead.
1. A request for a setback variance to allow for a residence under construction to encroach
into the front setback located at 2850 Kinnickinnick/Lot 6, Innsbruck Meadows
SuMivision.
Applicant: Am. Bros. Development Inc., represented by Bob BornePlanner: George Ruther
Greg Amsden abstained from this item.
George Ruther gave an overview of the request and stated that in the staff's opinion, Criteria A2
and B1 had not been met and staff is recommending denial.
Bob Borne, the applicant, expressed embarrassment and gave an apology for this error. He
stated that he has been doing this type ol work for 35 years and this is the first time a surveyor
has done something like this. Bob Borne mentioned that he has established a new procedure in
his company because of this error. He explained that his company would request a preliminary
ILC everytime a foundation was located near a setback line. He feels with this new procedure, a
mistake like this can be avoided in the future. This is a result of an error in the surveying
technique. The hardship of taking down the building is extreme and the punishment does not fit
the crime.
Bob Armour asked if the spacing between the buildings would be compromised.
Bob Borne said the lot lines are imaginary and it would not compromise anything.
George Ruther asked if the building was pushed back, would it not encroach into the required
building separation.
Bob Borne said no.
Henry Pratt recommended denial, because he thought there may be a grant of special privilege.
Dalton Williams recommended denial because of a special privilege. He stated that Bob Borne is
in the business and should not make mistakes like this.
Mike Mollica stated we are all human and mistakes happen.
Jeff Bowen had nothing to add.
Greg Moffet recommended granting a variance with conditions as listed in the memo.
Planning and Environmenlal Commisdon
Minules
Ndr€mb€r z/. 1995
Bob Armour noted that a letter that Bob Borne sent was now in the packet. Bob Armour said a
preliminary ILC adds another step in the already long process . He sees no harm in this building
being 3.5' in the setback and he is in favor of it.
Jeff Bowen made motion for denial.
Dalton Williams seconded the motion.
Dalton Williams asked if he missed something similar that had been previously been approved
during meetings in the past. Dalton said his concerns were that in his 6 years on the
Commission they made someone take a roof off for a similar situation.
Bob Armour reminded the Commissioners that there is a motion on the tloor and discussion
should have been taken up in the worksession.
George Ruther mentioned the Musyl residence and the Michael Lauterbach residence on
Sandstone were similar situations where surveying errors caused buildings to be non-
conforming, however, the PEC had granted a variance.
Dalton Williams said that errors and omission insurance should cover this loss.
Bob Borne said with regard to the Musyl residence, the surveyor made a 2.5' error in height. The
Board granted this variance. He stated that the home (Unit 6, Innsbruck Meadows) is sold and
the owners want to move in. lt cannot be moved.
Bob Armour reminded Bob Borne that there is an appeals procedure after the PEG vote.
Dalton Williams asked the staff if there is any such thing as a penalty to the surveyor because of
this error.
George Ruther said he is not aware of any way for the Town to penalize the surveyor.
The vote was 3 in favor of denial and 2 opposed for denial.
Mike Mollica stated that Bob Borne had 10 days to appeal to Town Council regarding the PEC
vote ol denial.
Plmning and Environmenlsl Commission
Minule6
No\r€mber 27. 1 995
INNSBRUCK MEADOWS DEVELOPMENT, INC.
P.O. BOX 420s
vArL, coloRArx) 81657
30T476-5263
Town of Vail
Town Council
Nov.27, 1995
Re: Variance request
Innsbruck Building 6
Honorable Ladies and Gentlemen.
I am witing this letter in support of the appeal to Council that I have requested be placed
on the Council agenda ofDec. 5, 1995. This appeal is based upon the rejection ofa variance
request by the Planning and Environmental Commission ofthe Town of Vail , with regard to a
3.5 foot front yard setback encroachment .
I would like to start by reciting the general facts.
Innsbruck Meadows is a multi family development in which I am involved and is located
on Kinnikinick Road in the Inter Mountain section of Vail. The project which has nineteen
dwelling units in fourteen buildings, provides four type 3 onployee housing units, the first of
which is under construction and is sold to a fi.rll time Vail resident and employee. The project has
also provided , as part ofits previous approval an underground storm s€wer system, curb and
gutter along Kinnikinick road and a 20 foot pedestrian easement with a planned bicycle or
walking path along its entire len6h.
During the construction proces$ of one of the early units in the project, the developer
requested ofthe project surveyor, a stake out ofthe lot lines ofthe above lot and more
importantly the boundary between the lot and the front yard/ pedestrian and utility ea$ement
which has been prwiously discussed. The surveyor, by his own letter which accompanies this
request, acknowledges that he staked out only the corners ofthe property and did not place any
intermediate stakes along that line even though the line was an arc and had three changes of
direction in that line. When the foundation contractor set the foundation he assumed the line in
question was straight, as indicated by the surveyor and he set the comer of the building on that
line and built the foundation accordingly and which resulted in an encroachment of a triangle with
a morimum depth of 3.5 feet reducing to zero in the length of 8 feet.
I respectfully submit that this error in the survey was inadvertent on his part and certainly
was not an intended act on the part of the developer. I firmly believe that a surveyor is an entity
that one has the right to believe in and follow the guidelines that he sets. In this case he made an
error and most certainly, we as developers made the ultimate mistake as obviously the buck stops
with us.
I therefore offer the fact that we are ultimately wrong, but being human, sometimes make
mistakes . We thereforg due to the following reasons, respectfully request your consideration of
the following:
1) Our error was based upon the previous work of a professional who had been hired
specifically to locate where or where not the building comer had to be and we had to assume this
information provided was correct or why than should we hire such a professional.
2) We acknowledge that we erred but we ask who, other than us has been harmed by the
act.
3) We had no gain to obtain by placing the building into the setback and now stand to
suffer many thousands of dollars in damages if either we are unable to deliver the sold unit to its
purchaser ion a timely basis or we are required to reconstruct or tear down the building.
4) We offer to more than make up for the fourteen square feet of encroachment into the
pedestrian easement by increasing that easement by one hundred square feet at the intersections of
Kinnikinick and Bellflower and at the intersection ofKinnikinick and Basingale, where we believe
the space is far more useful. We also propose to add two eight foot Colorado Spruce trees to that
above mentioned corner to screen the encroachment. We have aslo secured the approval of
Upper Eagle Consolidated Utility system ofthe encroachment.
I believe that it is time to assess if the punishment of removal fits the crime, even if we
dismiss the fact that the error was caused by a professional that we are entitled to believe in. I ask
who is harmed ? I ask that this issue be assessed on a cornmon sense approach. Is this project
which is and has been obviously good for all concemed , required to face a law suit from a
purchaser who has contracted with us in good faith and to whom we will no longer be able to
deliver what we are obliged to do? Does cornmon sense dictate that a resident of Vail, who has
provided many good things in the Town of Vail, be severely penalized for an admitted error that
has no value to him and has no negative effects upon any part ofthe community?
I also respectfully zubmit that this issue has been addressed on at least three occasions
during the past year and in each case the Planning and Environmental Commission has granted the
reque$t for such a variance due to a surveylng error. I fully understand that precedent is not a
reason for approval ofa new request such as this one is but in the hopes that you ladies and
gentlemen of the Council do take these previous events into consideration I submit the following
similar variances that were granted and the similarities that make this request more
understandable.
A) A residence in East Vail... The applicant sought and obtained a two & one half foot
foot variance in the overall height ofthe building due to an error in a bench mark set by the
surveyor.
b) A project under construction on Sandstone Road received a change in building
envelope location and a utility easement vacation since the structure was built in the wrong
location due to a surveying error.
As you can see, each ofthe above events have a distinct similarity to what
happened in this case. All ofthe above were decided based upon an analysis ofthe cause, the lack
ofdamage to any other outside party and to the relationship ofthe admitted error to the
punishment. As previously stated , I fully understand that the ultimate responsibility lies within
us but I respectfully submit that some mitigation which benefits the Town is more appropriate
than demolition or cutting of a corner of a virtually completed structure is more appropriate.
I greatly appreciate your consideration ofthe facts outlined herein.
Respectfully,a
Innsbruck Meadows Development, [nc.
Ltl27lL9E5 L7t24 9794169823I RKD PAGE A1
LltnMt
GGuFhrtlls
Torl dVdl Cmnutg UaiUogcnt
rc: Im$ru*lt&rdonr t6 VrdNttEc Agglicrdm
Dar(hte,
Ar tbDovdopcrdtheInndnrctlrrdwrptqllEt I doto$yappoel thoP|udng C.ouunirrion
rtcdrha o rhy my ftat r6$t vrrlmoc 0n IDG $ovc !ftFny'
W' ,f/t
,0{
7:30 P.M. 1.
7:35 P.M. 2.
/-\t\
7;40 P.M. t 3. J
Jim CumuttA.-_-/
Lauren Waterton
8:40 P.M. 4.
Holly McOutcheon
8:45 P.M. 5.
Holly McCutcheon
8:50 P.M. ,6
George RulhV
VAILTOWN COUNCIL
EVENING MEETING
TUESDAY, NOVEMBER 21, 1995
7:30 P.M. lN TOV COUNCTL CHAMBERS
EXPANDED AGENDA
CITIZEN PARTICIPATION.
Cons€nt Agenda:
Approval of the Minutes for the meetings of November 7 and Zl , 199S.
Ordinance No. 24, Series of 1995, first reading of an ordinance repealing
and reenacting chapter 18.39 (ski Base/Recreation Zone District) ol trre vlit
Municipal Code and approving the Development plan for the Golden peak
-SkiBase, 485 VailValley Drive/Tract F, VaitVillage 5th Filing, and Tract B,
Vail.Village 7th Filing. Applicant VailAssociates, inc., represented by David
Corbin.
4_CT]9N REQUESTED OF COUNCTL: Approve/modify/deny Ordinance No.
24, Series of 1995 on first reading and the proposed Development plan.
BACKGROUND RATIONALE: ln May, 199S VailAssociates submitted an
application and plans for the redevelopment of the Golden peak Ski Base.
Work sessions have been held with the pEC and the Town Council
regarding the application. On November 22, 1995, the pEC approved, by a
vote of 7-0, the redevelopment application and the Zoning Code text
amendments, with 13 conditions of approval. For a complete analysis of the
proposal, please refer to the November 27,1995 straff memorandum to the
PEC, distributed to the Council on November 28, 199S.
STAFF RECOMMENDATION: Staff recommends approvalof Ordinance No.
24, Series of 1995, and conditional approval of the Development plan.
Resolution No.27, Series of 1995, a Resolution setting the date for a Special
Election for the purpose of electing a Council member to compleie the
unexpired term of Margaret A. Osterfoss, term to expire November, 1997.
Appointment of Local Licensing Authority Member.
An appeal of the Planning and Environmental Commission's decision to deny
the requested front setback variance proposed for the residence currenfly
under construction on Lot 6, Innsbruck Meadows Subdivision/2832 C
Kinnickinnick Road. The appellant, Bob Borne, represented by Sally
Brainerd of RKD Design Inc., is appealing the planning and Environmenta
Commission's denial of the front setback variance request, pursuant to
Section 18.62.070, of the Town of Vail Municipal Code.
ACTI9N FEOUESTEP OF QOUNCTL: Uphotd/modifyl_op4qrn tre ptanning
anQ Environmentral Commisqign,s decision to ddif]he---lionl- se6'ta[-
EAqKGROUI-{q RATIONALE: At the November 27, lgg1 ptanning and
Environmental commission meeting the commission members voteo g-e
(Armour and Motfet Dissenting) to deny the proposed front setback variance
request. The members voting in favor of the motion to deny, felt that the
granting of the variance may result in a grant of special privileEje inconsistent
with the Zoning code. A copy of the memorandum prepared -by statf for the
Planning and Environmental commission, and the draft minr]tes from the
November2T, 1995 Planning and Environmental commission meeting, have
been attrached for your reference. Also, please find attached a copf of the
appeal request lefter from the appellant, Bob Bome, detailing the readons lor
the appeal.
c>.t&?:retl,-te> @ -((. .,-r1 /Z/= A 7- O
9:20 P.M. 7.
Andy Knudtsen
11:20 P.M. 8.
11:30 P.M. L
STAEF RECOMMENDATION: Section tV, of the memorandum prepared for
the Planning and Environmental commission by the staff, inoibatbs sntfs
recommendation for denial of the requested front setback variance.
According to section lV of the memorandum, staff believes the request does
not meetthe cdteda and Findings, listed in section lll of the memorandum,
in order to grant an approval of the variance request. statf believes that the
applicant has met Criteria and Findings A1, A3, 82, Bga, b and c. Staff does
not believe, howev6r, the applicant has met criteria and Findings A2 and 81.
statf is specifically concemed that the granting ol approval of the requested
variance may result in the grant of special privilege inconsistent riitn tne
limitations on other properties classified in the same zone district.
Appeal of a DRB decision to approv€ the Int€mational wing at the Lodge at
Vaif, located al174 E. Gore creek Drive. Applicant Town counciiand
LuAnn Wells.
4CTI9N BEOUESTED OF COUNCTL: Uphotd/oveilum/modify rhe DRB
decision of approval.
BACKGROUND RATIONALE: On 11/1t95 the DRB voted 5-0 to approve the
International wing. Three work sessions with the oRe preddoed tnis
decision, An exterioralteration approvalbythe pEc was made on 1o/10/gg.
The PEC approval was based on the criteria for exterior alterations as well
as an agrEement which the Town had executed with the Lodge relating to
accommodation units and conlerence area within the village. Givenlhe
preceding actions of the Town Council, Town Manger, and pEC, the puMew
of the DRB review related to aesthetics, as set fortr in chapter 1g.54, Design
Review.
Town Manager's Beport.
Adjoumment.
NOTE UPCOMING MEETING STARTTIMES BELOW:(A|.L E3AAE/rppiOIn lE lrao SrrBJEcT To CHrr€E)ililil1
THE NEXT VAIL TOWN COUNCIL REGULAR WORK SESSION
WILL BE ON TUESDAY, 12112195, EBQII{I|NG AT 2:fit p.M. tN TOV COUNCTL CHAMBERS.
THE FOLLOWING VAIL TOWN COUNCIL REGULAR WORK SESSION
WILL BE ON TUESDAY, 12119/95, EEGINN|NG AT 2:flt p.M. tN TOV COUNCTL CHAITBERS.
THE NEXT VAIL TOWN COUNCIL REGULAR EVENING UEETING
WILL BE ON TUESDAY, 1219/95' BEGINNING AT 7:30 P.M. lN TOV COUNCIL CHAIIBERS.
ililil1
SiSn languege interpretation available upon request with 24 hour notification. Please call 47g-2114voice or479-2356 TDD for information.
C:\ GENDATC€
Edmrd a Trlrs ,rrruo@5
PEC MEEThIG DATLTg@J 9 9 5
APPI rorrloN rOR a vAIilrrN(T
L oEqf,elrxnon*rrrox
Tblr Fccfue ir rcqtircd fr roy projoct rtqulaittt a variaacc. Thc applicsticdr will ool uc urrcfca untjl dltlc
inftonrin rr rfuitcd.
a minor
eas rly
on Lot 6, as shown on Uhe enclosed I.L.C. drawinqs.
B. NAtr{B oF AppLrcANT (tpc or prhrflM . BRos . DEVEI,oPME\II, rNc . ( TNNSBRUCK MEADows DE\TEITPMENT
rNc. )
eDDnfgS p.O. gox,-4205 ,_ pHOvn__A76:5263.__
crrY, STAE, aP-E!L_@=9_1659
c. NAlGoFAppLIcANTsREptasENr TTyE Robrt Borne _
CITY,ETAEZIP
D. NAf{E OF OTVNER(S) (t}"cq .DEVSI,O ,INE(INNSBRUCK MEADOI{S DEVEMFMEI$T INC)
owNBR(s) srgNA
4pptrgss P.O. Box 4205 - pHoNE, ?6-t9l-..--...-
CITY, STATE, ZIP vait. C0 81658
E. LOCAI'IONOFPROI{'SALI Irursbruck Meador'rs Subdivision
LoTs-(prgpgEedlBtoct(=--_ngnqo rnnsbruck Meadows Subdiyjsion
CITY,sTATE. ZP
tr.. @
STREETADDRnqR . Kinnikinick Road
Vail, CO 81657
stto.u,p^Dq45t( *tJ.4lbrG n h * L Jirro'&,^ W. F*-@
ltc frc ffd tc prld bcfttc $c eornnnity Dcvoloprncrrt Dcprrtnonr s,ill rc€.p( yollr propodet
M. ADIAEENT }trOT'FR?iYNOftTC)TTION
qttq$d&o-d cnvclopcr ofih n no6 of ownars of all popcrty o.djrcnt ro thc erbject propcrqv
INCLIIDING gROPEn IY BETIIND AItfD ACROSS STREETS, md r lisr of thcu nuncs and mailing adclrcrccs
THE APPLIC^}IT WIII, BE NESFONStsLE FON. CORN,ECT MAILING ADDRESSES.
w, PRE-A+'IJCATrbN Cor|rBrExtlcts
A p+gpuodo ccftrtooo rilt I ptardng rtaff mcmbcr is soogly rcoommcn&d to dorcrrninc lf rlv dditicnel
bfonrnion lr acoard llo ryptntb will bc rcccaod unjcrr il ir comrlctc (mrn inclu& all itdnr Fouir."rt
Uy ttr zqtng rrlmud!trltd), It ir tb Tplicgrt'e rrgoruibiiiry rc tDako en eppoinrncnt wtlir rhc rtrtlro lindolt $otrddidmd rhffd rGquirwtu,
v. sljnrrrIr^r, rlt|FoRw4,TtrON
PIEASE ITICIIT TTIATA OOilTlt.TilT APPLTCATIONMLL STREAMLINE T1IE APPROVAL PROCESS
FOR YOI'R, PR.OJECT BY DECREATIIMi TIiE NUMBER OF CONDITIONS OF APPR.OVAL THAT Tl{EPLANNIilG AND ENVINONITIENTAL COMMISSTON EAC} T,IAY STIPUI.ATE. AIIJ4CONDTTIONS OF
APFROVAL MUST BE COMPtr."ED WrIH BEFORE A EUILDINC PERMIT IS ISSUFD.
A. ERBglDSSCR.tpfiONOf FnOpOS/1Llhia _ls a reguest for a variance to allolt
encroachment into the 20 ft. drai-age, uti.lity anilp,edestrian walkvray
u lrl,t
Retgm tO George Ruther
Town Planner
INTEN.DEPARTMENTi\L REVIEW
Paoncr: W,, V lrlEzoar,..r lnr A \h,Jzitu4
DATE SUBMIfiED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
FA*r W*- rlnitucE., fu,anatT
^
'&tckrtc
I -laar Matzrrwel- Date: narr,ssrru,er zr. g.rr-.
Comments:
ux qasd to t=+e <€, o'ua$sr or c€\eo"€ kocn r-reVwb g9'r'c\\t€'\ tl'e\!- taciri rre5
&tU.c rtraillle.crclnca nae:.I.' \)t\\ to4 Fo'r €\ou($ *^ouo'\ fic t'rr kl.''e 'oSttdtnS
T.,..,,rd.^v.-ro '-^..o'r\or)$ks c+ \\c' att*t..t*"'gir?iflst -r*t *)tt be \e*c'ir\b\G
Q,< i+ (incrudr-*gt")
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"'it:i i i'"'' \"..r ''!4'
,,* q,,,\ si :*!r.l \r.:f 4''
Retum to George Ruther
Town Planner
INTEN.DEPARTMENTI\L REVIEW
PFOJECT:
DATE SUBMITTED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
Foxr gteak '.t*cieuce
Date: //-LL* K
Comments:
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CCLUUBINE NORTH CONDO"
P.O. Box 5940
Avon, CO 81620
coLut{BINE WrSt coNDO.
P.O. Box 447
Vail, CO gt658
TIMBER CREEK TOT{NHOUSBS
P.O. Box.3478
Vailr CO 81658
i uERv LAPIN
' 232 w. Meador Drive
Yail, CO 81657
. ,rf a
i CA}IELOT TOWNIIOUSES
I P.O. Box 2121
Vallr Co 81658
INNSBRUCK CONDOI'IINII'MS
P.O. Box 485
Vall' CO 81658
MEADoit*e R EEKC oNo ourr r uus
143 E. Meadorr Dr.
Vail, CO 8165?
3600 HoneE
KansaE City, MO 64109
RUSH COI{DOMINTI,MS
2821 BAsingdate B1vd. #4
i Vall, CO 81657
o
TH|s |TEil ilAYAFFECTYOUR PROPERW
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Envlronmental Commission of the Town ofVailwill hold a pu-blic hearing in accordance witr Section 18.66.060 of the Municipat Code ot the
Town of Vail on November 27, 1995, at 2dn P.M. in the Town of Vait Municipal Building. ln
conslderation of:
1. A.lequesr for amendments to The Town of VaiiMunicipal Code, Chapters 16, :tg & 2 to
allow for modiflcations to the Sign Code, Design Revidw, Commercial Core l, Commercial
Core l! and Supplemental Regulations.
Applicant: Town ot VailPlanner: Randy Storder 't
A request for a setback variance to allow for a residence under construction to encroach
into the front setback located at 2850 Kinnickinnick/Iot 6, Innsbruck Meadows
Subdivision.
Applicanti Am. Bros. Development Inc., repiesented by Bob BomePlannen George Ruther
3. A request for an additional 250 square feet of GRFA to allow for an addition to a
residence located at 992 Ftarmigan Road/I-ot 4, Block 4, Vail Village 7th Filing.
Applicanr Ray and Mary KelleyPlannec George Ruther
4. A request for an additional 250 square feet ofGRFA for an addition to a residence located' at 3l l0 Booth creek Drive/Lot 9, Block 3, vail village r lth Filirig.
Applicant Bill Piqce for Diane Hughes, King Hughes and Kendall Burney,' , ' Planner: Jim Cumutte
5. A request for an amendment to chapter 18.39 of the vail Municipal code ( ski Base
Recreation) and an amendment to_the previously approved development jtan to allow forthe rede-v.elopment oJ the Golden Peak Ski Base-, tddated at 485 Viit vartiy orive / TractF, Vait Viilage Sttr fiting and Tract B, Vait Viilage 7th filing.
, lpplicant: VailAssociates Inc., represented by David GorbinPlanner: Jim Curnutte and Laurdn Waterton'
6. A reque^st for an amendment to chapter 18.24.050, Permitted and conditional UsesAboveSecondF|oor,toallowforarirodi|icationtoiheZoningcode'
- Applicant: Town ol VailPlanner: George Ruther
*
M"[F'
O
A request tor an afiiuonal250 equarc bet of GRFA b alow la an eddtdon o aresllene located at 1(x2 Eagb's itsd ctd€/l-ot2, Blod( 1, vallMilage gth Fiting.
Appllcant:Dan Deroulet
Gsoqe Ruh€t
q-bl rrruulgo lqlrnldon rnlrbb rpon rcr.d rl|l 4 trur lrdften Pbrt. crll 47,$21 14 yoh. or.F3-235gTDDbridomdon.
o
7.
Planner:
,t'
t.\
oo
RECEIPT NO.
DATE
CIIECKS M I}E PAYABLE TO TO\}IiI OF VAJL
TOWNOFVAIL
AGO(N'NTNO.ITEM N('. ?tX - Cogrlr- a('ral-
0l 0000 4l 540 ZONING AND ADDRESS MAPS $5.00
0l 000042415 UMFORM BUILDING CODE s54.00
01 0000 4241 5 UN]FORM PLUMBING CODE $39.00
0r 0000 42415 UNIFORM MECHANICAL CODE $37.00
0l 0000 42415 UNIFORM FIRt CODE tiJ6.0u
0l oo0042415 NATIONAL ELECTRICAL CODE 537.0U
0l 0000 424 | 5 OTIIb,R CODE BOOKS
0 r 0000 4l 548 BLUE PRINTS (MYLARS)57.00
0l 000042412 XEROX COPIES $0.25
0t ffioo 42412 STUDIES
0t fino 42412 TOVFEES COMPUTER PROCRAM s5.o0
0 t 0000 42371 PENALTY FEES i RE-INSPECTIONS
0t oo00 41332 PLAN REVIEW RE-CHECK FEE IS4O PER HR.I
0l 0000 42332 OFF HOURS INSPECTION FEES
0r oo004t4l2 CONTRACTORS LICENSES FEES
0t m00 41413 SIGN APPLICATION FEE $20.00
0t oo004l4l3 ADDITIONAL SIGNAGE FEE [SI.OO PER SQ.FT.
0 | 0000 42440 VTC ART PROJECT DONATION
0t m0041331 PRE PAID DESIGN REVIEW BOARD FEE
ol oo00 4237 t INVESTIGATION FEE (BUILDING)
3r oo0045ilo TOV PARKING FUND
0l 0000 22027 TOV NEWSPAPER DISPENSER FUND.' ut 0000 zlll2 TAXABLE ad 4% (STATE)* 0l 0000 41010 TAXABLE @4% (TOWN)
0l 0(}004237t BUILDING INVEST]GATION
OTIIER
PEC APPLICATION FEES
0l m00 41330 ADDITIONAL GRFA "250 $200.00
0r fi}00 41330 CONDITIONAL USE PERMIT $200.00
0r fl)00 41330 EXTERIOR ALTERATION ILESS T}IAN IOO SQ.FT.I $200.00
0l 0000 4t330 EXTERIOR ALTERATION [MORE TI{AN IOO SQ.FT.]$500.00
ol 0(}00 4t330 SPECIALDEVELOPMENTDISTRICT tNEW]$I.)(ru.ou
0l 0000 4t330 SPECIAL DEVELOPMENT DISTRICT I-MAJOR AMEND $1.0w.00
0l 0000 4t330 SPECIAL DEVELOPMENT DISTRICT IMINOR AMEND 5200.00
0l 0('004t330 SUBDIVISION ':n0l 0oq|4t33q-r{A{r*ANCh,s250.00 1))ot 0000 413:lo ZONING CODE AMENDMENTS ItzJo.ut
0l 0{rc0 41330 Rb - ZONING $200.00
OTHER
OTHER
IToTAL:_
COMME}TTS:
citsg t I ,*,r-12!--ru.oL]
INNSBRUCK I'EADOWS DEVELOPi'EN- INC.
DATB
+L Upfutr4).< Lq"q o e*C
Town of Vril
1208
RECETVEDFROM
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olgn Review Action rolt
TOWN OF VAIL
catesoryNumber +d lF\^/ ha,")a oa. TfZt/q<
Project Name: -t r,^ r <1...l l<-k 'r / tf*fn"-rv-r<.
tr /
Building Name: r b
Project Description:A.fF,.,,L ?:'i i:>crtz a
owner, Address ano Pnone: &,b &a-ug
,t1---\
ArchitedOontactlAddress and Phone :\---
LL
Legal Description:Lot'L Block - Subdivision A.ptLsbatr! 7ll6tu,'t--- Zone District Lt>t/F
ProjectStreetAddress: ZA3-.. V,'-.,,', t ,',, ,,) . 1-
Comments:
@staff Action
Seconded by: tt'.-lol4p iz h
fi Rpprovat
! Disapproval
! Statf Approval
vote: 4-o- /
Conditions:
Town Planner
ll
oate: -7iZD/E DRB Fee Pre-paid
t v, d, 3lL7l9l
DESIGT{
ffi
EPT.V.D
RSVIEW BOARD APPIJTCATION ' TOI{N OF
DATE RECEIVED:
DATE OF DR3 MEETING:
aa**rt*tt**
r.
A.€f Y-vA,<s/_
PRO.IECT TNFORilATTON:
ZO/Et UqzY-r6>ss
TYPE OF REVIEW:
New ConstructionAddiri00)
C. ADDRESS:
($200.00) Minor Alr,erarion ($20.00)
Conceptual Review ($0)
, f, P1q,k-
B.
D.
E.
I.,EGAT DESCRI
Subdivision
If property
descript.ion,
t.o this appl
ZONING:
is described byplease provideication.
a meets and bounds
on a separate sheeL
legal
and attach
NAI{E OF APPLICAIVT:Mailin ddress:
F
H.
NAI{E OF APPIJI
Mai d,res
NAIIIE OF OhINER(S):
Mail Address:
Pbone
?
,J.
APPIJICATIONS WII]J NOT BE PROCESSED WITfrOW ONNER'S STOUATURE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at thet,ime of submiLtal of the DRB appl.ication. Liter, r,vhenapplying for a building permit, please identify the accurat,evaluation of Lhe proposal . The Town of VaiI wiLL adjust thefee according to the t.abIe below, to ensure bhe correct feeis paid.
FEE PAID: $ CHECK #: DATE: BY:
FEE SCHEDULE:
VAI,UATION
$ 0 $ 10,000
+ .l.i.r, i.r i.i r - + 5ij, ij ij ij
$ 50,001 - g 150,000
$150,001 - g 500,000
$500,001 - $1,000,000$ over $1,000,000
FEE
$ 20.00
$ 50.00
$100.00
$200.00
$400. 00
$s00.00
DESIGN REVIEI{ BOARD APPROVAIJ E:XPIRES ONE YEAR AFTER FINAI.
APPROVATJ IINIJESS A BurrrDINc PERMTT rs IssuED alID cONsrRucTIoNIS STARTED.
Phone
II.
A pre-application meeting with a menber of the planning
staff is encouraged to deternine if any additionalapplication j-nformaEion is needed. It is the applicant'sresponsibil.ity to make an appoinEmenE with the suaff Eo
determine if there are additional submitLal requirenents.
Please note thaE a COMPLETE appl.ication will st,reamline Ehe
review process for your project.
IIr. IMPORTATWI NOTTCE REGARDING ALrL SUBMISSIONS TO rtlB DRB:
A. In addition to meeting subnittal requirement,s, theapplicant must stake and t,ape the project, site toindicate property lines, building Lines and buildingcorners. ALl trees to be removed must be taped. A11siLe Lapinqs and staking must be compl.eted prior to the
DRB site visic. The applicant, must ensure that staking
done during Lhe winEer is not buried by snow.
B. The revier^r process for NEW BUIIJDfNGS nornaLly requires
Lwo separate meetings of the Design Review Board: aconceptual review and a final review.
c. epplicints who fail t,o appear before the Design Review
Board on Lheir scheduled meeting date and who have notasked in advance that discussi.on on their item bepostponed, will have their iLens removed from the DRB
aqenda until such time as the item has beenrepublislred.
D. The following items may, at the discret,ion of thezoning administraEor, be approved by the Connunity
Development Department sLaff (i.e. a formal trearingbefore tbe DRB may not be required):
a. Windows, skylj.qhts and similar ext,erior changeswhich do not alter the existing pLane of thebuil-ding; and
b. Building addit.ions not. visible from any other lot,or public space. At the Lime such a proposal issubmitted, applicant.s must incLude Lett,ers fromadjacent property owners and/or from the agent foror manager of any adjacent condominium associationstaEing the associat,ion approves of che addition.
E. If a properLy is locaLed in a mapped hazard area (i.e.
snow avalanche, rockfall, flood plain, debris fLow,wetland, etc. ), a hazard study must be submitted andthe owner must, sign an affidavit, recogmizing the hazardreport. prior to the issuance of a building permit,.Rpplicants are encouraged to check witb a Town plannerprior co DRB application to deternine the relationshipof the property to all napped hazards.
F. For aLl resident,ial construction:
a. Clearly indicat.e on Lhe floor plans the insideface of the exterior sLructural waLLs of thebuilding; and
b. firdisaLe wii;ir a dashed line on ghe site plan afour fooL dist,ance from the exterior face of thebuilding walls or supporting columns.
c. If DRB approves the application with conditions ornodifications, alL conditions of approval musL beaddressed prior t,o the appLication for a buildingpermic.
A. Three copies of a recent topographic survey, stanped bya Colorado Professional lJicensed Sutireyor, aL a scaLeof 1" = 20' or larger, on which the followinginformation is provided:
1. rJot, area, and buildable area when different thanlot area.
2. L,egal description and physical address.
3. Two foot, conEour interval.s unless Lhe parcelconsists of 6 acres or more, in which case, 5 'conEour intervals may be accepted.
4. Existing Lrees or groups of trees having trunkswith dianeters of 4n or more, as measured from apoint one foot above grade.
5. Rock outcroppings and other significant naturalfeatures (Iarge boulders, intermittent streans,etc. ) .
6. Hazard areas (avalanche, rockfall-, eEc.),centerline of streans or creeks, required creek orsLream seEback, and 100-year flood plain, ifapplicable. Slopes of 40t or more shaLl beclearly delineated by cross hatching.
7. Ties to existing benchmark, either USGS landmarkor sewer invert. This information must be cJ.earlystated on the survey so that, a1l. measurenent,s arebased on the same starting point. This is- part,icularly import,anL for determining buildingheight, and driveway slope. See policy On SurveyInformation, for more informaLion regardingsurveys.
8. LocaLions of the following musE be shown:
a. Size and Llpe of drainage cuLvert,s, swales,euc.
b. Exact. locaLion of exisLing ut,ility servicelines from Lheir source to t,he structure,including:
Cable TV Sewer casTelephone Water Electric
c. All utility meter locations, including any. pedestals Eo be locaLed on site or in theright-of-way adjacent to the site.
d. property lines - distances and bearings and abasis of bearinq.
e. Indicate all easements identified on thesubdivision p1at,.
9. Provide spot. elevaEions at the edge of asphaLt,along the st.reet frontaqe of the propert!' attwenEy-five foot intervaLs (ZS,I, and a minimurn ofone spot elevation on either side of the lot.
B. Site PIan
1. Locat,ions of the following must be shown:
a. Exist,ing and finished grades.
b. Proposed surface drainage on and off site.
c.
Proposed driveway, irr"rG.rg percenE slope
and spot eLevations aE the property l-ine,garage sl.ab and as necessary along thecenterline of the drive to accurately refLectdriveway grade.
d. A 4 | concrete drive pan at the edge ofasphalL for driveways that exit the street, in
an uphill direction.
2. AL1 exist,ing inprovenents including structures,
landscaped areas, service areas, storage areas,walks, driveways, off -st,reet parking, -J.oad,ingareas, retaininq walJ.s (with t,op and bottom ofwaLL spot elevations), and other existing sit,e
improvement,s.
3. In order to determine proposed building heightselevat,ions of all top roof ridges, and eaves whendeternined necessary by the zoning adninistrator,sha1l be indicaced on the sit,e plan with existingand proposed cont,our Lines shown und,erneath.
tandscape Plan (1" = 20t or larger) - 3 copies required1. At a minimum, the following information must beprovided on the landscape plan:
a. Location of existing trees 4" diafireter orlarger,
b. qT)e, size and locat,ion of atl exist,ing andproposed pLanE materiaL,
c. L,ocaLion of aLl trees t,o be transplanted,
d. A detail.ed legend of all proposed plantmaterial including cornnon and Lat.in n€rmes.
2. The Location and tlpe of existinq and proposed. \ratering systems to be employed in caring forpLant material following its insEal_lation.
3. Existing and proposed contour Iines. ReLainingwal1s should be included with the contourinformaLion witlr top of wall and bottom of waltelevations listed.
4. Complete the atEached landscape materials list,.
Sign eff from each utilitv comnanv verifying thelocation of ut,ility service and availaUifitV (see
aLtaclred utility verification form) .
E.A oreliminarv titte report ScheduLe A and B must
accompany all
and ident,ifyproperty.
Architectural
submit,tals, to insure property ownershipa1I easements affecting the subject
F
preferred scale for
(L/8" = 1r or larger, !/4,, Lsreview) 3 copies are reguired.
Pl-ans
1-. Floor plans and all el.evations of the proposed
developrnent. drawn to scale and fuLly dimensioned,.The elevaLiori rf,rawirrgs musL show both existing andfinished grades.
2. One set of floor pLans nust be trred-linedr to showhovr the gross residential floor area (GRFA) wascalculat,ed.
3. Ext.erior materials and colors shall be specifiedon the attached materials list. This materialslist must be.completed and submiLted as a part ofthe application. Color chips, siding samplesetc., shall be presented at, the Design ReviewBoard rneeting. DeLail.s including, but not Linited
G.
It
I.
,oQ""i", Lrim, railings, .niil"o cap, meterlocaLions, etc. must, be shown graphically andfu11y dimensioned.
Zone check list (att,ached) nust, be completed if theproject is located within the Single-Farnily,Primary/Secondary or Dup1ex zone district,s.
Photos of the exist,ing sit,e and where appLicable, ofadjacent structures.
The Zoning Administ,rator and/or DRB may require thesubmission of addiLional pJ.ans, drawing's, -specificat.ions, samples and other materials (includinga model) if deemed necessary to deEermine wheLher aproject will comply with Design Guid.eLines.
v.MINOR AIJTERATIONS TO TIIE EXTERIOR OF BUIIJDINGS.
PhoLos or skecches which clearly convey Lhe redevelopmenLproposal and ehe locat.ion (siEe plan) of the redevelopment,proposal may be submitted in lieu of the more formalrequirernents seE forth above, provided al1 importantspecifications for Ehe proposal including colors andmaterials to be used are submitted.
ADDTTIONS . RESIDEMI'IAIJ OR COMMERCIAIJ
A. Original floor plans with all specificat.ions shown.
B. Three sets of proposed floor plans L/8" = 1r or 1arger(t/Q,r = 1, is pref erred)
vr.
C. Three copies of a site plan showing exist,ing and,proposed construction. Indicate roof ridge elevationswith existing and proposed grades shown underneaLh.
D. Elevat.ions of proposed addiLion.
E. Photos of t,he exiscing structure.
F. Specifications for all maLerials and color samples on' maLerials list. (accached) .
At the reguest of the Zoning adninistrator you may also berequired to subnit:
G. A statement from each ut.ility verifying locat,ion ofservice and availability. See attached utilitylocabion verif icaLion form.
H. A sit.e improvement, survey, stamped by regist,ered
Colorad,o professional Licensed surveyor.
I. A prelininary title report, to verify ownership ofproperty, which 1ist.s all easements.
VII. FTNAIJ STTE PLA}I
Once a buildinq permit has been issrred.. and construer_:"on isundemay, and before the Building Department will_ schedule afraning inspection, two copies of an Improvenent lJocationCert,ificate survey (ILC) stanped by a registeredprofessional engineer must be submitted. The followinginformation must be provided on the ILC:
A. Building location(s) with t,ies t,o property corners,i.e. distances and angles.
B. Building dinensions t,o the nearest tenLh of a foot.
A11 dOity serviee tine as-uuirL showins rype ofmateriaL used, and size and exact location of lines.
Basis of bearing to tie to section corner.
A11 property pins are to be either found or set andstated on j.mprovement survey.
All easenents.
Garage slab elevations and all roof ridge el.evaLionswith existing and proposed grades shown under the ridgelines
VITI . CONCEPIIT'AIJ DESIGN RE\'IIEIY
A. Submittal recnrirernents: The owner or authorized agentof any project requiring design approval as prescr5.bedby this chapt,er may submit plans for conceptual reviewby the Design Review Board to the Department ofConmunity Development. The conceptual_ review isintended to give the applicant a basic understandinq ofthe compatibiliEy of their proposal with the Town,s
Desigm Guidelines. This procedure is recommendedprinarily for applicat,ions more complex than single-family and two-family residences. However, deveLopersof single-fanily and two-fanil.y projects shal.l not beexcluded from the opportunity Eo request a conceptualdesign review. CompLeE.e applicacions must, be subnritt,ed
10 working days prior Lo a.scheduled DRB meeLing.
The following information sha1l be subnit,ted for aconceptual review:
1. A conceptual siLe and landscape plan at a minimurrscale of one inch equals twenty feeL;
2. ConcepLual elevations showing exterior materialsand a description of the character of the proposedstructure or s trucE.ures i
3. Sufficient information to sho$r the proposalcomplies wit.h the developmenL standard,s ef thezone district in which the project, is to belocated (i.e. GRFA, sit,e coverage calculations,
nurnber of parking spaces, eLc.)i
4. Completed DRB applicaEion form.
B. procedure: Upon receipt of an application forconceptual design review, the Department of CommunityDevelopment shaLl review the submitted materials forgeneral . complj.ance with the appropriate reguiremenEs ofthe zoning code. If the proposal is in basiccompliance with the zoning code requirenents, theproject shaLl be fonrarded to the DRB for conceptualreview. If the appl.icacion is not generalLy incompliance with zoning code reguirements, theapplication and subrnictal maeerials shall be returnedto the applicant wiLh a written oqtLanation as to whyEhe Community Development Department staff has foundthe project not t,o be in compliance with zoning codereqrii::erireiils. Orrce a compl.ete appiicaeion has beenreceived, the DRB shall review the submitted conceptuaLreview application and support,j.ng mat,erial in ordei todetermine whether or not the project general.ly comptieswith the design guidelines. The DRB does nor vote onconceptual reviews. The property owner or hisrepresent,ative shall be present, at the DRB lrearing.
c.
D.
E.
G.
H.
IJIST OF MATERIAIJS
NAI'{E OF PRO,IECT:
IJEGAIJ DESCRIPTION: LOT- BIJOCK _ SUBDfVISION
STREET ADDRESS:
The following information is required for submittal to the Design
Review Board before a final approval can be given:
A. BUIIJDIIIG IIATERXAIJS: TYPB OF MATERIA&COIJOR
Roof
Siding
Other wa].1 Materials
Fascia
Sof f i t,s
Windows
Wind.ow Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Retaining WaLl.s
lcerior
Lighr,ing
OEher
B. LAIiIDSCAPING: Name of Designer:phone:
PIJANI *r"lor: Botanical Name e.,.rJ *...
PROPOSED TREES
AI.ID SHRITBS
trees is 5 feeL.**Indicate size of proposed shrubs.5 oallon.
Ouantitv Size*
*Indicate cal-iper for deciduous trees. Minimum calioerfor deciduous trees is 2 inches. Indicate height forconiferoustrees. Minimum heiaht for coniferous
Minimum size of shrubs is
T1/oe Sorare Footacre
GROIJND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CO}|ITROL
c.LAI{DSCAPE LIGHTING: If exterior lighting is proposed, pLeaseshow the number of fixtures and locat,ions on a separat,eliqhting plan. Identify each fixLure from the Liqhting ptanin the space below and provide the height, above gia"de,-t1pe oflight proposed, lumen output, luminous area and i cut streLc otthe light f ixr,ure. ( Section 18 . 54 . 050 ,t)
orHER LAIIDSCAPE FEATURES (retaining walls, fences, swimmingrpools, etc.) please specify. hdicate heights of retainingwalls. Maximum height of walrs within the front setback ii3' . Maximum heiqht of wa11s elsewhere on the properLy is 6'
u.
te'rt..6 8/L7 /91
.tOB NAI',IE
SUBDIVISION
LOT BIJOCK FTIJING
ADDRESS
The form is used to verify service availability and rocation. Thisshould be used in,conjunction with preparing your ut.iLiiv pi"" ."a'schedul.ing instal.lations. For any new cons[ruction proposll , theapplicant, musL provide a completed utility veritication- torrn.
The LocaEion and availahility of utiLities, whether they be mainlrygk lines or proposed tines, must be approved and, .reritiea Uv--*r"following ut,iLities for the accompanying-lite pl_an.
ALl. authorizing signatures need to be originals.
Authorized Sionature Date
U.S. West Communications
468-5860 or 949-4530
Publ.ic Service Company
949 -5135
Gary Ha11/Rich CooJ.ey
HoLy Cross Electric Assoc.
949 - 5892 Engineering Dept,.Ted Husky/Michael Laverty
**TCI Cablevision of the Rockies
949 -1224
Mark Graves
**Upper Eagle vaLley wat,er& Sanitation DistricE *
47 6 -7 480Fred Haslee
NOTE:1.
t*A site pJ.an is required. physicar rocat,ion of knowa utiritiesnust be shown on the site pran. utirity locations may or nay Dotoff,er senrice to rhe.propeity Line. eni uritirv &seisioa iEq,liieashall be the responsibifity ot the propertv owner.
2.
If a uLility company has concerns with the proposedconst,ruct,ion, the ut,iLity representative shoul.d not,direccly on Lhe utility veriiication form that, thereis a problem which needs to be resolved. The issueshould then be spel.led out in deEail in an at,tachedletLer to the Town of Vail. However, please keep innind that it is the.responsibiLity ot lfre ut,iligicompany to resolve identified problems.
If the utility verification form has signatures fromeach of the utility companies, and no corunents aremade direcLLy on the form, the Town will presr:mebhat there are no problems and thaE the dLvelopmentcan proceed.
These verificat,ions do not relieve the contractor ofhis responsibil-ity Eo obt,ain a street cut, penniEfrom Lhe Town of vail, DeparLment of pubtil worksand to obtain utilitv locations before diooina inany public right-of-way or easement in tfre fown ofVail.. A buildinq permit is not a street cut nermir.A street. cut permit must be obtained separat,el,y.
Installation of service lines are at the expense andresponsibility of the property owner.
4.
o ffio
sinsleFamiJ-v*"";1"0l:"jrror"*nt"#Primary/secondarv
DATE:
LEGAIJ DESCRIPTION: Lot,
-
Block
-
Subclivision
ADDRESS:
OWNER PHONE
PHONE
BUILDABIJE IJOT AREA
A1lowed Existinq Proposed Total
(30) (33)
ARCHITECT
ZONE DISTRICT
PROPOSED USE
LOT SIZE
Heighr
ToIal GRFA
Primary GRFA
Secondary GRFA
+ AE=
+ 4E=
seEbacks Front,
Sides
Rear
Site Coverage
Landscaping
20,
15,
15'
Retaining wal-L Heights 3t /51
Parking
carage CrediE
Drive:
_Reqrd _Encl
(300) (600) (900) (1200)
Permit,Led Slope * proposed Slope t
YES NO
Complies with T.o.v. r.,ighLing Ordinance yes No
water Course Setback (30) (s0)
Do Finish Grades Exceed 2 r 1 (50t)
Environment,al,/Hazards: 1) Flood plain
2l Percent, Slope (< > 30t)
3) Geologic Hazardsa) Snow Avalancheb). RockfaLl -c) Debris Flow
4 i 'rieLiaurfs
view Corridor Encroachnent: yes
Does this reguest involve a 250 Addition?
How much of the alLowed 250 Addition is used with this request?_Previous conditions of approval (check property file) , -
-
NO
10
TOWN OFVAIL
75 South Frontage Road
VaiL Colorado 81657
970-479-213V479-2139
F4X970479-2452
July 21, 1995
Sally Brainard- RKD
1000 Lionsridge Ioop 3D
Vail, CO 81657
Department of Community Development
frit' gopt
RE: Innsbruck Meadows Units 2,3,4,5,6 & 7 DRB Conditional Approval
Dear Sally:
Thank you for appearing before the Design Review Board (DRB) on Wednesday, July 19,1995
with proposed units 2,3,4,5,6 & 7 of Innsbruok Meadows. Tbe Design Review Board
conditionally approved each of tlre units. The conditions of the approval placed on the units must
be addressed prior to application for building permit. The conditions placed on ttrc approval by
the Design Revicw Board are listed below for your reference.
/,3,u,51 6, 1 l. ThattheTownof VailPublicWorksdepartmentsignoffontheproposedsiteplan.
d-oPovdt'& OL
2. That the Fire Deparhnent sign offon the approval. According to the Fire Departments
comments received on July 18, 1995 you need to indioate hydrant locations on the
sight plan.
3. That the DRB fee payment of $200 per unit be made to the office of Community
Dcvelopment
4. That additional foundation landscapc plantings be added to the strcet elevations on both
units 2 and 3.
5. That the applicant replace all the dead aspens transplanted offoflot 6. The caliber
inches of aspens that must be replaced totals approximately l9 inches.
6. That a window shutter be added to the garage elevation on unit 3.
7. That the applicant submit a site plan illustating the proposed three-color, color
schemes for the project.
{S """ouo" or
o
8. That all roof material proposed for the development be "presidential weathered-
wood" asphalt shingles of300 pounds per square or greater.
9. That the stucc,o color of oolor scherne one be oooled down. As proposed, the color
appeam too "yellowy".
10. The accent him between color schemes 2 ard 3 is too similar. Please review your
color schemes and propose a possible altemative for staffreview.
Again, thank you for appearing before the Design Review Boars on Wednesday, July 19,
1995 with 2,3,4,5,6 & 7 in Innsbruck Meadows. Each of the conditions of approval must be met
prior to application for building permit from the Town of Vail building departnent. Should you
have any questions or concenn with regard to the information addressed in this letter, as always,
please don't hesitate in giving me a call. I can be reached most easily during regular office hous
at479-2138.
Sincaely,
fJ**Q,*-ur--t
George Ruther
Town Planner
Olign Review Action Fatn
TOWN OF VAIL
Category Number t ,t ,,-, Z,^,---L ' ,n*o^t" 6/$H
- Proiect Name:-T.'-, ,--,t11,t t ,-.1 'z)J.,nJ^,,,-t
Building Name:(,/.tt^ j '/ /;
Project Description:
Owner. Address and Phone:
Architecvcontact, Address and Phone:
Lega|Description:LotdB|ock-SubdivisioMzoneDistrictLDrl]f
ProjectStreetAddress: kV t-.' .,-,'-,'.K..-'--,,',,---'cZ
Comments:
@taff Action
Vote: ii-O
;{Acorovat
I Disapproval
n StaffApproval
Conditions:
Seconded by: '6,.u.',- .,. , ,.^ J
oate: /tl/z/?4 DRBFeeere-caid ZD.aro ^ /.
Andy Knudtson
Town of Vail Cummunity Development Dept.
75 South Frontage Road
Vail, CO. 81657
Re: Innsbruck Meadows - DRB Application
Dear Andy:
Junel2rt994
I am writing to authorize Greg Amsden(aka AM. BROS. I)evelopment,
Inc.) to represent the DRB submittals of Units 2)3r 4) 6 and 14, Innsbruck
Meadows on the June 15th, 1994 meeting of the DRB. If you have any
questions regarding this application, contact Greg Amsden at 476-7990 or
Benji Amsden at (303)-646-0856.
JUll 1 ? is34
Juanita I. Pedotto
reSrlVFFil o
-[u.J DRB ApprJrcaTroN _ rowN .oF \tArL,
uAY ? 3 1gg/'
TO\J C0l'/\l'l\' DE!' DE'PI'
PROJECT INFORMATION:
A. DESCRIPTION-:
COLORADO
DATE APPTICATION RECEIVED:
DATE OF DRB MEETING:
**********
TAIS IPPLICATION }TII.I. NOT BE ACCEPTEDI'NTII. AI..L REQUTRED INTORMATION IS SUBI.TIIIED**********
O ."rr:.". d. g/4/gL
T
B. / TYPE OF REVTEW:
V New Construct,ion ($200.00)
D.
Addition ($50.00)
ADDRUSS: 1
LEGAL DESCRIPTION:
Subdivision
Minor Alteration ($20 .00)
Conceptual Review ($0)
a meets and bounds legalon a separate sheet and
If property is described bydescription, please provideattach to this application.
zoNrNG I'-DI1F
DRB FEE| DRB fees, as shown above, are to be paid a!the tlme of submirlq+ of DRB applicarion. -r,ii"i,
whenapplying for a building permitl please iaent,iiy-iireaccurate vaLuation of the proposal . The town 6f VaiLIill ldlysr rhe fee-according-ro rhe tuUre-t"rowr'roensure the correct fee is paid.
FEE SCHEDULE:
VALUATION$ 0 - $ 10,000$ 10r 001 - $ 50r 000$50,00r-$ 150,000
s150,001_ - $ 500,000
$500,001 - $1,000,000$ . Over $1r000,000
* DESTGN REvrEw BOARD aPPRovdL ExprREs oNE YEAR AI.TER arNAr.APPRovArr uNr,Ess^ A -.Bur.LDrNG "PER!{rr .rs - rssuED A}tD, coNsTRucrroN I sSTIIRIED.
**No APPr,rcATroN t{rlL BE PRocEssED lfrrHour OWNER,s STGNATURE
1
E.
F.L,OT AREA: If required,
st,amped survey showing
Mailing Address:
applicant must provide a currentlot area.
H.
NAI,IE OF APPTICANT:
NAI{E OT APPLI REPRESBNTATMailingAddress:
I.NAME OF OWNERS:
SIGNA (s
MaiLing
Condominlum ApprovaL if applicable..'
K.
FEE
$ 20.00
$ s0.00
$100.00
$200.00
$400.00
$s00 .00
qrt&
O
SFR
ZONE CHECK
FOR
, R, R P/S ZONE DISTRT
ror ht Block-Fiti^sW
o
cTs
t/uAr,r; @/7//4
LEGAL DESCRIPTTON:
ADDRESS:
OWNER
ARCHITECT
ZONE DISTRICT
PROPOSED USE
**toT srzE
6isnt
,dor.t cpea
l.tFittarr-€nf,*-
'€#ondalsy-€if2t
*/rru.*"
lllowed
(30)@
/4 Zs tzzr = / /o5v
L Ai', e':
Front 20tffi
Total
Ifa\.a /+Tf orrt-
2- )\r€-{--A-4
Ex i st inq Proposed
*
/k zL
--7/)'
-
a '/ t+-
--t-tlq3
,1#f"t Course
dt" coverage
,.ri6ascaping
Ktainrng walr. Heighrs
€rkins
'6t^g" Credit
Drive:
Setback
0-p
(30) (s0)
/%z
_a_-
3'/6r
2 r.eqrd
4", Corridor Encroachment:
4fr,*_ttoot@ (eoo) (lzoo | '+t?
Permitted Slope 8t Actual Slope
approved by Town 'Engineer:
lto ,-4 zzz
"&f,vi ronment al /Haz ards :Flood Plain
Percent Slope
Geologic Hazardsa) Snow Avalanche_ -414b) Rockfall Tc) DebrisFf-4'l Wetlands
Pfevlous conditions of approval ,.n""L,i'property f LLej : .a---."_ Wr-/
z-
-
A-o9s thls request invoLve a 250 Addition? .-tr,att-e .AAdl.lto}E tnls request. invoLve a 250 Addition? ,-trefz ah{/r./<-dqro!il much of the arlowed 250 Addit.ion is useffiI'iEE-Eis request?
**Note: under sections rg.L2.o90(B) and 1g.13.ogo(B) of the Municipalcgde, lots zoned Two Farnily and primarv/ieconoirv wrricn are less than15r000.sq- ft. in area may not construLt a seconi awerrint-"nii. 'rne
9:ryylly Devetopment Department may grant an excepr,ion t5 thi;restrrct'ion provided. the -applicant meets the criteiia set forth undersections 18.12.090 (B) and rb.13. og0 (B) of trre-llunicipar coae-inciloir,gpermanently restricting. the unit, ,as, a..tong'.Lerm rental unit, for full_time employees of t.he 0pper Eagte Valley.
Date
Yes
1)
2l
3)
10
-r7.--ts of /n 2z/
,*vF
T, I1- .*--./-> ) tr/ --, / *l t
----r!'2 t L
LIST OF MATERIALS
NAI4E OF pRoJECr, tNtlsp-.-r tC-K, FtrArrarrJ
LEGAL DESCRTPTTON: Lorl-!_f BLOCK suBDrvlsr on tptYznotlltrlal
STREET ADDRESS:
DESCRIPTION OF PROJECT:
The following information isReview Board before a final
A. BUILDING }4ATERIALS:
Roof
Siding
Other WaIl Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chinneys
Trash Enclosures
Greentrorrses
Ot,her
TANDSCAPING:
for submittal tocan be given:
MATERIAL
required
approval
TYPE OF
the Design
COLOR Ph.eE\3
E-:
17r
B.
PLANT MATERIALS:
PROPOSED TREES
Name of Designer:
Phone:
Botanical Name Conmon Name
N*+J
bL-o. fl.4(E
Ouantitv Size*
4AA Va.e Z,'cLc.Z-HA,et bt-o
EXISTING TREES TO
BE REMOVED
E+GIJ bG" oF cattPArz-
*Indicate caliper for deciduous trees.deciduous trees is 2 inches. Indicate
Minimum caliper forheigbt for coniferoust,rees.
PLANT MATERTAT,O Botanicat Name corron wt ouantitv size*
PROPOSED SHRUBS
EXISTING SHRUBS
TO BE REMOVED
*Indicate size5 qallon.
GROUND COVERS
soD
SEED
.TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
of proposed shrubs.
Tvpe
Minimum size of shrubs is
Sguare Footage
Nprlt€- o u-e Fto uatz^ d"r**nta U/1ffi
c. LANDSCAPE LrcItrrNG: rf exterior tighting is proposed, prease
strow the number of fixtures and locations on a separatetighting plan. Ident,ify each fixture from the tighting planon the list below a1d provide the watt.age, height-abov6 -
grade and type of light proposed.
OTHER LANDSCAPE rEATURES (retaining walls, fences, swimmingpools, etc.) Please specify. Indicate heights of retainin!waLls. Maximum height of walls within the front setback it3 feet. Maximun height of walls elsewhere on the propert,yis 6 feet
D.
''
SUBDIVISION
l
II'OB NA!!E
iADDRESS
;Public Service Company: .949-5781Gary HaII
,Holy Cross Electric Assoc.
94 9-5I92I Jat-JoJz
Ted Husky/t{ichael Laverty
I
lHeritage Cablevision T.V.I 949-5530
Q|. arra lti -$1.Steve Hiatt
lotsJ:J,*tt n^e-
47 6-7 4 80Fred llaslee
.NOTE:
-Y'zrr- o .a
fiL po.,". b.oEl4
d-d.t-?{
'1 .
!
,Upper Eagle Valley WaterI e Sanit,ation Diltrict
A, Aa 9o.-^o\L{lcdtrra-D. .
l.Jrr\e-'. Sewq* i'*^^^-rr,r, is not lac.q\o-A-dpt; --\-- gs'q'*\
5 -8-q.v
1. This forrn is- !o verify service availability andIocation. This shouta be used in conJunction withpreparing-your utility p.lqn and scfredilinginstallations.
2. For any nevr construction proposal, the applicantmust provide a complet,ed utility veriftcilionform.
3. If a ut,ility company has concerns with theproposed construction, the utilit,y representativeshould not. directty on the utilit! velificationform that there is a problem whiclr needs io-Ueresolved. The issue itrouta then be speifea out indetail in an attached letter to the T-own of Vail .Hovrever, please keep in mind that lt is theresponsibility of the utility company t,o resolviidentified problems.
4: If the utitity veriflcat.ion forn has signaturesf,rom each ot Lhe utilit,y companies, ar,A-no---comment,s are nade direct.ly on the form, the Toern' wiII presune that there a-re no problerni
"r,a inatt,he developnene can proceed.
5. These verifications do not rerieve the contractorof his responsibility to obtain a sLreet, cuL' perrnit from the Town of VaiI, Department of public
Works and to obtain.utilitv locations beforediqqinq in an@or easement inthe Town of VaiI. e buildinc perhlt is not a ,sFregt qut pernit. A street, cut perrnit rnust leobUained separately.
*.Please bring a site plan, floor plan,. and elevations whenobtaining uppe.r.. .Eagl,e..vaJ.ley-water-.e-s;nita.bron..s.isnaEures. Fireflow needs must be addressed.
FILIN
TO: MIKE GREG HALL
DATE suBMrrEu DATE OF PUBLIC HEARING
Dale:
TODD OPPENHEIMER
Return to Andv Knudtsen
Town planner
o
McGEE
)s /r--"-J4,n.,,r
F3.
,# /4
^*.J,/.I
f /
Date:
Diskibuted to the Fire Department, public Works. and Landscaplng
COMMENTS.NEEDED EV: lAId ?4
btt';n' fh -s{}5 fnress. fk s,'ft- pl^ /r- l^nrla LW*/^t/ n/.,ra -.J' iu,,no*1 *,-;;r.r'2{ *s..y'.-..q" ft Tn^["!rr^nr*- 4?s frazrs',s
'[*'r '|:!:
vL.--
Reviewed by:
-Tern
Mcrrlnr:?- Date: G -B-cl4 4i-:f tzt't'- /t-s ,# L,
'-;E'?' /o/v'o1
Fire Dept.:
Reviewed by:
Comments:
BRIEF oiscnrprpN oF THE pRoposAL:
comments: F3, F4 .*/>,/Fl
/Sl."a'n p.ro (\t kvx, lr,:.iE r.r ot the c\r ru.v+.r.1 tor €/.(!r\ v€,- ,,r.Ena 4.8 S;fr ,cz (k-. t, ft'fia.'t( r.\n Er\1 rya3.\'., \s tt r$ uil e . -d.4- .f-/**lo "6.*.Ir:13 u-r'.rr6\r !r+rcr\ e\(rv\\ {'....{ i n I /'Za c rn-(. &_(rcr41,nq i', o{(r f, : \ \t '-r.,}cr'3 \oC.,N(\Y, tq. q trt<rf'(r\
.(,*rr"^1 Aia r..i \o..c1.r., r,.:r($6 il'; \"le -eA a 4 /t
<h; osv,..\* sv\> g.161',111., ;""
n ar f/"'-"'--'-'^-,,h5tt ?:*:,\:^igist" '*: E&.-*- .4,s,.r?<a,
.r_.-/ ,/.r1,.Landscaping .*r-" r.- Z Of,_*n
Reviewed by:
Comments:
q*T
f z #
44 ig
tr7 /r-/<
Lqt - nf rz,.
TOWN OFVAIL
DIiPARTMENT OF COMMUNITY OEVELOPMENT
CIIFIK.S MADE FAYABLE TO TOWN OF VAIL
AND ADDRESS IIAPS
,,r su-Ttb-N6'coDE -
NIF'ORT,I PLU\,I
1241-s NIFOR\4 FIRE CO
ATIONAL ELECTRIC.AL
PRINTS {\,I
OX COP]ES
12112
r-rr - i
r:.V I J-PENELTY FEES'RE- I NSPECTIO\
J]JI2 i CONTRACTORS LICENSES FEIIr.trr rStcN ApFL-rcATioN eetr_-__-ui{ x551n6NAt-<l6NEGF
fizr.ro ,Vrtanr pno:e Cr obNeT-iox
ffi rv_v_Eirc_alO_.IEiG-ut!qr{q.151l0 iTOV PARKING FUnvD
* 0l 0000 2l ll2 TTAXABLb.
01 0000 12_1 :BUILDI
'r'frTiE C 1]-\/ESTICATIO..'*
Iii
i TERIOR AL
41-13Q '5Pgg DEVELOP]\4
4I330 iSUBDIVISION
MO.r I l cKt
RECE T-t+-tFnofVril
N'J
RECEIVED FROM
,0?
Permit Numbers
lpu ?AlD-qa
PnF-V
{
-------: t---iort a.---tit ft/V/
Hiscellsreous Cdr I
,7-I
E-rei nt * t5619?::::;;* cK*?58
::;;;* nFtsrrEN\pREpFrlD
Flmr-runt tErrde re'l J
It€{$ Paid
E1BBBB4t33l68Et
r-hange returned '"'t
THF|FI|< 1/OIJ
1'r,LrF cashier HEIDI
DRE
166S.os
5d.r|1 Paid
1686.00
e' as
o
INNSBRUCK MEADOWS DEVELOPMENT CORP.
P.O. BOX 4205 .f
VAIL, COLORADO 81657
30T476-5263
Town of Vail
Ollice of Community Development
f,'rontage Road
Vail, Co.81657
Att.: George Ruther
Dec.27,L995
Dear George,
Re: Building 6, Innsbruck
As per our
to be able to
items will remain ing as theyt4*-2,)
1) Blacktop of D ;500.00
2) Landscaping (g manual spri
Thd completed@
3) Exterior paint and shutters
Total
This amount will be withheld from the S25,00q
and together with the $5,000.00 attributable to building
$12,500.00.
$2,000,00
$2,500,00
$6,000.00
$7,500.00
oo
I sinceroly appwide your help in this proo€s:r.
OO
-6
Innsbruck Meadows Dwelopment Inc,-
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL
PRoJECT TITLE: INNSBRUCK MEADOWS #6
NEW (SFR,P/S,DUP) PERMIT Pernit *:
TIMES
895-0139
75 South Frontage Road
VaiL Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Development
Job Address
Location. ..
Parcel No..Project No.
INNSBRUCK MEADOWS
Status. . .
UNIT #5Applied..Dev. riiued...
Refund"pires ' '
ISSUED
o5 /25 /lee5oe/L8/7ee5
03 /16 /Lee 6
APPLICANT
288 BRIDGE ST, VAILOWNER AM BROS DEVELOPMENT amount e)lX, "lRi"3;'El:"UiH tt&Eeypo
288 BRIDGE ST, VAIL CO.rH#t7
CONTRACTOR SNOWSHOE DEVELOPMENT \II'tV
5032 SNOWSHOE LANE, VAIL, CO
Descript.ion :CONSTRUCTION OF SFR
Occupancy
DwellingsPrivate Garages
ne: 3034765263
Table Date: 04/0t/L992
Fi reptace Infornation: Restricted: YES
Total VaLuation:
Adjusted Valuation:
flOf Gas Logs:
TyPe
Zone 1 V-N
Zone 1 V-N
Number of DwellingFactor Sq. Feet
Units: 001
Valuation
125, 356 . 00
9,114.00
134,470. 00
134,470. 00
140, 000 . 000
gof l,ood/Pa t Let:
?, eoE.00
.00
2,206. 00
2, 20E. 00
Town of VaiI
#Of Gas Apptiances: 1
74.00
18.60
Subtotal:
L ,694
490
2,r84
Totat Catcutated Fees--->
Additionat Fees--------->
Totat Perni t Fee-------->
***ffi#*ffi*****ffi*ff***************tffi********** FEE SUl,l ARy
Bui Lding----->
Ptan Check--->
Inv.stigation>
tl i l, L ca l, l,---->
Restuarant Ptan Revi ey-->
Item: 05lOO BUILDING DEPARTMENT
06/OL/1995 CHUCK Action: APPRItem: O54OO PI.,ANNING DEPARTMENT
O6/L3/L995 DAN Action: AppRIIem: 05600 FIRE DEPARTMENT
O6/L3/1995 DAN Action: APPRItem: 05500 PUBLIC WORKSO6/05/I99s CHARLIE Action: AppR
BALANCE DUE----
BUILDING Division:
PLANNING Division:
900.00
585.00
.00
3.00
DRB
.00
100.00
.oo
500. m
2,208. OO
Paymen
Recreation Fce---------->
C lean-Up Dcposi t-------->
TOTAL FEES-----
**'h't**/(***ffi**f,rffiffi'r,tffiffi*ffi*Ht**********ffi***********ft*t***tffi*ffi*ffi*ff*************t***************
Dept
Dept
Dept
Dept
FIRE Division:
PUB woRK Division:
*ffi **ffi*tt***ffi ffi ffr*****||}*Jr,.*'.ffi ff ffi *ffi *ffi ******t***ffiffi **#t**#*ffi Jrffi ***tffi ***ff ffi
see Page 2 of this Document for any conditions that rnay apply to this permit.
DECLARATIONS
r he.lby ackrFUtedgc that I havr read this.pplication, fitted out in ful.l, the inforoation requi red, compteted an accurate ptot
ptan, and state that atl the information provided as requi red is correct. I agree to compty rrith the information and pl,ot ptan,
to conPty tJith al'l' Tovn ordinances and state taHs, and to build this structure according to the ToHn,s zoning and subdivision
codes, design nevieu appfoved, UniforD Buitding Code and other ordinances of the Tovn appLicab[e ther
REQUESTS FOR I SPECTTONS SHALL BE I'IADE TUENW-FOIJR HOURS IN ADVANCE BY
Send C tern-tJp Deposi t To:
8165 7
{S *"n""ro ru""
GNATURE OF OIJNER OR CONTRACTOR FOR HI]ISELF AND OIINER
75 South Frontage Road
Vail, Colorado 81657
D e p amne nt of C o mmunity D ev e lo p me nt
970-479-213V479-2139
.-{lI*gJ9-4J2-?lI?***********************1193*?************************************
CONDITIONS OF APPROVAL
as of 09/t8/95********************************************************************************Status: ISSUEDPermit #: 895-0139
Pernit Type: NEW (SFR,P/S,DUP) PERMTT
Applicant: Alt BROS DEVELOPMENT INC
Job Address;Location: INNSBRUCK MEADOWS UNIT #6Parcel No; 2103-143-00-006
Applied: 05/25/t99s
Issueds 09/L8/L995
********************************************************************************
CONDITIONS********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REOUEST FOR
A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTTY ABOVE.
{S"t"nuoruo
****************************************************************
TO!{N OF VAIL, COLORADO Statemnt****************************************************************
St,atemnt Number: REC-00?1 Anount: L20.00 09/t8/95 L2zO4
Pa)rment Method: cK Notation: ck1123 Init: Iff.{c
Permit No: 895-0139 Type: B-BUILD NEw (SFR,P/STDUP) PE
Parcel No: 2103-143-00-006
Location: INNSBRUCK MEADOI{S ttNIT #6Total Feea: 2r208.00
This Payment 120.00 Total ALL Pmtsi 2'208.00
Bafance; .00****************************************************************
Account Code Deecription Amount
01 0000 4L332 PLAN CITECK FEES 120.00
'\r/
€€E$;8.9 g€ Eb":EEEBaEggpE eE,EI FEE
a E.s c.g
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n n.H{E Ex tr=v ct -o
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EE EE€ Tb) v, .=
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t315Rgss
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elr if
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.9 bo El
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ar'.
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Bo(f - 0131O
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit M9 5-014I
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I 3 8/479-2 I 3 9
FAX970-479-24s2
Job Address...:
Location...... : INNSBRUCK #6
ParceL No..... : 2103-143-00-006Project Nurnber: PRJ95-0187
Department of Conmunity Development
Status...: ISSUEDApplied..: oe/Lt/t995rssued...: tO/17/1995Expires..: 04/L4/L996
APPLICANT
CONTRACTOR
OWNER
CONTRACTOR
Description;
NEW SFR
Fireptace Information: Rest ri cted:
SNOWSHOE DEVELOPMENT
5032 SNOWSHOE LANE, VArL, CO
SNOWSHOE DEVELOPMENT
5032 SNOWSHOE LANE, VArL, CO
AM BROS DEVELOPMENT INC
288 BRTDGE ST, VAIL CO 81657
BEAVER CREEK PLUMBING & HEATP O BOX 625, AVON CO 81620
816s 7
816s7
128. 00
'12E.00
.00
12E.@
VaLuation:
#0f Gas Logs:
Phonez 3034765263
Phonez 3034765263
Phone z 3039497523
5, 000 .00
#of l,lood/Pa l. Let:
ffi*ffi**t***'ffiffii't*ffi*****ffi*tt f EE SUI IARY #**ff***ffi*ffiffiffiffi*r*ffi***r#
flof Gas Appli ances:
100.00 Restuarant Ptan Reviev--)25.00 oRB
.00 Tota[ catcutated Fees--->.00 AdditionaL Fees-------->
llechani ca t---)
Ptan check--->
lnvestigation>llitt Cal.l,---->
.00
3.00
TOTAL FEES--_-Total Per:it Fee-------->
Paynents-_-_-
EAL NCE 0UE_________> .0Oir*ffiffiffiffiffi**tr*ffi**t****ffi***ff*ff*tffi*ffiffi***fiitffitffi*ffiffi*ffifffrffrffi**rrt***ft***tffi***
Item: .05100 BUILDING DEPARTMENT10/1311995 DAN Action: AppR Dept: BUILDING Division:
CONDITION OF APPROVAL
********************************************************************************
DECLARATIONS
I. hereby .acknoutedge that I have read-this apptication, litted out in ful,l, the inforration required, conpl,rtcd rn accurat! ptot
Plan, and state that att the infornation provided as required is correct. I agree to conpty riittr tirc iniornation and ptot itan,to_compty vith aLL ToHn ordinances -and state talrs, and to buitd this structufe according io the lovnts zoning and subdivisiLncodes, design revicv approved, Uniform BuiLding code and other ordina4ges of the Town a[pticabl,e thereto.
REAUESTS IOR INSPECTIONS SHALL BE IIADE TIIENTY-IOUR
'OURS
IN
SIGNATURE OF Ot.lNER OR CONTRACTOR FOR HIIISELF AND OUNER
{gronuoruo
7F2138 0R AT OlrR OFFTCE FRorl Ai 5:00 Pi
* * * * * * * * * * * * * * * * * it * * !t * * * * * * * * * * * * ** * * * * ** * * * * ** * * * * * * * * * * * * * ** * *
TOWN OF VAIL, COLORADO Statemnt
***********************:l******************************:t*t*r*****r**
Statemnt Nurnber: REC-0087 Amount:!28 .00 L0 h7 / 95 16 : 33Init:JRPayment Method: CK Notation: LL78
M95-0148 Type: B-MECH MECHANICAI PER!,IIT
2L03-L43-00-006
INNSBRUCK *6 Total Fees:128.00 Total AL,L Pmts:
Balance:
************************************************!****************
Permit No:
Parcel No:
Location:
This Payment
Account Code
01 0000 41312
01 0000 4t332
01 0000 41336
Description
MECHANICAI PERMIT FEES
PI-,AN CHECK FEES
WILL CALIJ INSPECTION FEE
128.00
128.00
.00
Amount
100.00
2s.00
3.00
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT PermiI *: 895-0134
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
APPLICANT
CONTRACTOR
OWNER
CONTRACTOR
Description:
INNSBRUCK #6
Department of Community Development
Job Address:Location... : KINNICKINNICK ROAD
Parcel No.. : 2103-143-00-005Project No. : PRJ95-0090
Status. . .
Apptied..
Issued. . .
Expires. .
ISSUED
06/13/lees
06/L3/lee5
L2/Lo /ree5
10,000.00
ffi*ffiffiffi*tt***ff**ffi*ffi**'*ffiffi FEE SUlll,lARY #ffi*ffi*HiH*t *lrtitffiffiffi***
Etectricat---> 117.00 Totat catcutated Fees---) 120.00
P O DRAWER 920, GYPSUM CO 81637
SNOWSHOE DEVELOPMENT
5032 SNOViSHOE LANE, VAIL, CO
SNOWSHOE DEVELOPMENT
5032 SNOVTSHOE LANE, VAIL, CO
AM BROS DEVEI,OPMENT TNC
288 BRTDGE ST, VAIL CO 8165?
TRI PHASE ELECTRIC
.@
.m
3.00
81657
81657
Additionat Fces--------->
Totat Pernit tee-------->
Phone : 30347 65263
Phonez 3034765263
Phone: 3039490249
Valuation:
.00
120.00
DRB Fee
Invest igat ion>
tli l. L Ca l,l.---->
ToTAL FEES---> 120.00
Payments--------
BALANCE DUE----
ffi*t***ffi ffiffi ffi ***ffi*ffi lrffir**ffi ffi #ffi ********ffi #Hr*ffi *ffi(*ffi *
ITem: 051OO BUILDING DEPARTMENT06/L3/1995 LORELEI Action: APPR
Dept: BUILDING Divj-sion:
:t*ffiffi ffin#Jrffi ff ffi*ffi*ffi **t**ffi ffi ****#*lntrHnHrHt*#r***ffi*ffiH**ffi ***t***
CONDITION OF APPROVAL
ffiffi t****ffi ffi ffi *ffi**ffi*ffi ffi *ffi *ffi ffi ffi *H**ffi*ffi **ffi *ffiffi *ffi *ffi ffi
DECLARATIONS
l_h.rcby acknovtedgc that I have read this apptication, fil,t!d out in futl, the information required, compLcted an accurate ptotpl'an, and state that atl thc inforDati.on provid.d as required is correct. t agre. to coopty rrith thc information and ptot ptan,to co[pty vith atl Tovn ordinances and statc [avs, and to bu,itd this structure according to thc Torrn's zoning and subdivis.ibncodes, design reviev approvcd, Uniforn Buil.ding Code and othcr ordinances of thc Toun appl,icabte thereto.
REOUESTS FOR INSPECTIONS SHALL BE IIADE T}IEI{TY-FOUR HOT'RS IN ADVANCE BY TELEPHONE
{2"tn"uoruo
TURE OF OR CONTRACTOR TOR HI}ISELF A]{D OI.INER
I rt
-'it v
!t**************t***!t*****************i*it**********!t**t***t****:l***
TOvrN OE VAIL, COI,oR.aDO Statemnt
**1****i**il*********t***************!r!r**********!t***************
staternnt Number: REc-0036 Anount: 120.00 06/13/95 15:28
Payment Method: CHECK Notation: *L482 Init: LRD
Pernit No: 895-0134 Ttpe: B-ELEC ELECTRICAL PERMIT
Parce] No: 2103-143-00-005
Location: KINNICKINNICK ROAD Total Feea:120.00
This Paynent 120.00 Total ALL, Pmts: 120.00Balance: .00
***********************!t*****************tt********l*************
Account Code
01 0000 41313
01 0000 41336
Deecription
ELECTRICAL PERMIT FEES
WILI, CALL INSPECTION FEE
Anount
117.00
3.00
NOTE: THIS PERMIT MUST
PLI]MBING
ON JOBSITE AT ALL TIMES
Permit #: P95-0097
BE POSTED
PERMIT
75 South Frontage Road
Vail, Colorado 81657
970-479- 2 I 3 8/479 -2 I 3 9
FAX 970-479-2452
CONTRACTOR
Description:
INNSBRUCK #6
Department of Community DeveloprnentJob Address:
Location. . . :
Parcel No..:Project No.:
KINNICKINNICK ROAD
210 3-r-4 3-0 0-0 0 6
PRJ95-0090
Status...: ISSUED
Applied. ., 06/!3/IeesIssued...z 06/L3/L995Expires..: L2/IO/L995
APPLICANT SNOWSHOE DEVELOPMENT
5032 SNOWSHOE LANE, VArL, CO 81657
CONTRACTOR SNOWSHOE DEVELOPMENT
5032 SNOWSHOE LANE, VArL, CO 81657OWNER AM BROS DEVELOPMENT ]NC
288 BRIDGE ST, VArL CO 81657
BEAVER CREEK PLT'MBING & HEAT
P O BOX 625, AVON CO 81620
Phone t 3034765263
Phone z 3034765263
Phone z 3039497523
Valuation: 8, 000.00
**jt*ffi****fffi*ffi*i'Hrffiffi**********tr*ff****i*f,* FEE SUltilARY **ffft*ffi*ffiffi*ffi***ffiffii*ffi*ffiPtuhbing----> 120.00 Restuarant Ptan Revi ew-->
]OTAL FEES----
.00
155.00
Totat catculated Fees--->
Additionat Fees----:----)
Total Permit FrF------>
153.qt
.m
155.00
Ptan Ch.ck--->
Investi gati on>
lli l. L cat t---->
30.00
.m
3.00
EALANCE DUE----
**iffi ffi ttlffi.ttffi *ffi **ffi ffi*ffir**ffi ****ffi ffi **ff **t********!ffi H****ff *ffi *ffi *#***
I!e{r.i ,9I190_ QpII,DING_ DEPARTMEIT!_ Depr: BUTLDTNG Division:o6/t3/tees L.RELET o"tdRBirttfi*or
AppRovAL
*tlr/r**lrffi******i********tff***t-t***ttrHr**t**Jrffr*****ffiHffiffi*r***ffiffi*****l****ffi*ffiffi*ffi
DECLARATIOIiS
I hereby acknowtcdge that I hrv. r.ad this.pptication, fil.ted out in ful,l, the information rcquired, conpleted an accurate ptotptan, and state that alt the infoftEtion provided as rcquired is corrcct. I agrec to compLy vith thc infornation and ptot ptan,to comPty vith rLl Torrn ordinances and state [avs, and to buil,d this structure accofding to'the Torrnrs zoning and subdivisibn
codes, design reviev approved, Uniforn BuiLding Code and other ordinances of the Toyn appLicabl,e thereto.
Payments-------
ICE FROIIREOUESTS FOR INSPECTIONS SHALL BE IIADE TIIENTY-IOUR HOURS III ADVANCE BY TELEPHONE
^I,479-2136
OR
SIGI{ATURE OF OI'NEN OR CONTRACTOR FOR HIIISELF AND OIINER
{grrn"uoruo
******************!r*********************************************
TowN oF vArL,'COLORADO Statemnt
*****************************************!*!r************!t***!t****
Statennt Number: REC-0036 Anount:
Paynent Method: CHECK Notation: *1482
1s3.00 06/L3/e5 L5229rnit: LRD
P95-0097 Type: B-PLMB PLUMBING PERMIT
2L03-L43-00-006
KINNICKINNICK ROAD Total Fees:153.00 Total ALL Pnts:
Balance:
****************************************************************
Permit No:
Parcel No:
tocation:
This Payment
Account Code
01 0000 41311
01 0000 4t332
01 0000 4L336
Description
PLT'MBING PERMIT FEES
PLAN CHECK FEES
WILL CALI, INSPECTION FEE
153.00
153.00
.00
Amount
120.00
30.00
3 .00
ruTgil"?[x]*,Etilil$"
DATE:
APPLTCATION I.IUST BE FTLI,ED
* * * * * * * * !r * * * * *** * *** * * *
ill0r?z 5 r$15
ArchitecttW ,n.1/.?O'?z>8
ceneral Description, C-n4tST
Address:
Sp-
l-Additional [ ]-Repaj.r [ ]-other
Number of Dwelling Units:
^ $unber and rlpe of Fireplaces: cas Appli"r,."rJ- Gas Logs- wood/pelret-vfii****** * ** * ******** * *********** * ** VALUATIONS ***** ****** ** ****** **************tl ,afiffi /rt.,y=-,uYur"o-*", t b7fffi- -- nlrcrnrcal: $ /O- rz4 orHER:
rAwork class: (fNew [ ]-Alteration I
PLIIMBTNG: t a@XS MECIIANICALTIfuv,u: :: i. :ffi ;::i :::" w :8m2,&A Town of Vail Reg. NO. r$t-BContractor:Aqctress: /', u rn. 9.}4< *Ap, L_ phone Number: -tf >r_- @
Electrical Contractor:Town of Vail
Phone Number:
Town o.f VaiI
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.Address: f45'l
Contractor:(rlcea Reg. NO.
Reg. NO.
************************** *** * ** FOR
Plunbing
Address:
Mechanical Contractor:
Address:
Number of Acconmodatlon Units:
oFFICE USE *******************************
BUTLDTNG PIAN CHECK FEE:
PLT'T''BING PIAN CHECK FEE:
I.TECHANTCAIJ PI'AI{ CHECK FEE:
RECREATION FEE:
CITAN-UP DEPOSIT:
TOTAL PERMIT FEES
L
BUILDING PERMIT FEE:
PLWBING PERMIT FEE:
},IECHANICAL PERUIT FEE:
EI,ECTRTCAI. FEE:
OTHER TYPE OF FE8:
DRB FEE:
BUILDTNG:
STGNATURE:
ZONING:
SIGNATURE:
CI.EAI| I'P I'EPOSIT IEFIIND TO:] "$+,tr $o a"vr
TO:
FROM:
DATE:
RE:
'
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REOUIRED
YES
L/'
/
,/
lu ,4
frs
Ye5
4kr
1o6s1nn", ( flJkghluak keqpo'rt) #-.4
Please answer the following questionnaire regarding the need lor a'Public Way Permit':
NO
ls this a new residence?
ls demolition work being performed
lhat requires the use of the right
of way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls different access needed to site
other lhan existing driveway?
ls any drainage work being done
affeAing lhe righl of way, easements,
or public property?
7) ls a "Revocable Right CI Way Permit"
required?
8) A. ls the right of way, easements or
public property to be used lor slaging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or lencing plan required by Community
Development?
lf you answered yes to any of these guestions, a "Public Way Permit' must be obtained.
'Public Way Permit' applications may be obtained at the Public Work's office or al
Community Development. ll you have any questions please call Charlie Davis, the Town
of Vaif Construclion Inspec{or, at 479-218.
1)
2l
3)
4)
s)
6)
lrfb
wo
I fave
1futuf btuok_
f\e$o o"-t s t-
Job
answered the above questions.
Date
o
PUBLIC WORKS PERMIT PROCESS
How it relates to Building Permits:
1) Fill out our check list provided with a buildino permit application.
lf yes was answered to any of the above questions then a "public Way" is
required. You can pick up an application at either Community Development,
located at 75 S. Frontage Road or Public Works, located at 1309 VailValley Drive.
2) Notice sign offs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
3) A construction traffic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
Gonstruction, staging, etc..). This plan will expire on oct. 1Sth. and will need to
be resubmitted for approval through the winter.
4) Sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic control plan or a site
plan for the job.
5) Submit completed application to the Public Works's office for review. tf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 48 hours to perform.
6) The Public Work's Construction Inspector will review the application and approve
or disapprove the permit. You will be contacted as to the status and any that may
needed. Most permits are released within 48 hours of being received, but please
allow up to one week to process.
7) As soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permit" to be released. Please do not confuse
the "Public Way Permit" with a "Building Permit" to do Work on a project itself.
NOTE:
* The above process is lor work In a public way only.* Public Way Permits are vatid only until November l5th.* A new Public way Permit is required each year if work ls not complete.
odpvay
75 South Frontage Road
Vail, Colorado 81657
303-479-2 I 38 / 479-2 I 39
FAX 303-479-2452
Depanment of Comrnunity Deve lopment
rl|FOR}|AITOf, TEEDED HHElt APPLITf,G trOR A IIECHAIIICAL PER}TIE
1.
2.
HEAT LOSS CALCULATIONS.
TO SCALE FLOOR PIAN OF MECHANICAL ROOM WITH EOUIPMENT
DR.,AWN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
sHow sIzE AND r_,ocATroN oF CoMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WII,L ALSO BE INSTALLED IN
MECHANICAT ROOM.
3.
4.
FAILURE TO PROVIDE THTS ITTFORTATTOf, WII,L DELAI IOUR PERIIIT.
o
lnwn Ia
75 routh lrontage road
v.ll, cdsrdo 81657
(3Gr) 47$438
(3Gr) 47$2139
otffce of cdnmunlty developmant
NorrcE To coNrRncrons,/olvlvsR BUTLDERS
Effective June 20, t99L, the Town of Vail Building Department hasdeveloped the following procedures to ensure that nevr constructj-onsites have adeguately established proper drainage fron buildingsites along and adjacent to Town of Vail roads or streets.
Tb€ Town of Vail Pub1ic Works Department will be required toinspect and approve drainage adjacent to Town of Vail roads orstreets and tbe installation of ternporary or permanent culverts ataccess points from the road or street on to the coastruction site.
Such approval must be obtained prior to any request for inspectionby the Town of vaiL Building Department for footings or temporaryefectrical or any other inspection. PLease call 479-2L60 torequest. an inspection from the Public Works Department. Allow a
minimum of 24 hour notice-
A1so, the Town of Vail Public Works Department will be approvingall final drainage and culvert installation with resulting roadpacching as necessary. Such approval must be obtained 'prior to
Fj.na1 Certificate of Occupancy j.ssuance.
75 south fronlaEe road
vall, coloredo 81657
(303) 479-21.38 ot 479-2t39
TO:
EROM:
DATE:
SURTECT:
ottlce of communlty developmcnt
ALL CONTR,ACTORS C'I'RRENTLYL REGISTERED T{ITII THETOWN OF VAIL
TOWN OF VArL puBLrc WoRKS/COMMUNITy DEVELOP!{ENT
IrlARcH 16, 1988
CoNSTRUCTION PARKING & !,IATERIAL STORAGE
rn sunmary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track or deposit. any soil , """i, sand, debrisor naterial , including trash luurpsterr, portabre toi-rets andworkmen vehicles upon anv streerl =ie;;"ik;-;ii;y "i-p"[rili-p1?9" or any portion rheieof. The right_"i_;;t-;n all Town ofVail. streets and.. Ig"g. is approxinately 5 ft. off pavement.This ordinance wiIr. be. sui;lit -enrorcla-uy-irr"-r"wn of VailPublic works DeDartment. pers6ns found viala[in; this ordinancewill be given a 24 hour written ""tiJ"-t"-;;;;".aid naterial.rn the event the person so notified_does not "orpiy with thenotice within the 24 hour.tirne -pe-i;i;,"il";ffiiic worksDepartrnent r.rirl remove said nateii"i-"i-in"-'""i#!e of personnotified. The provisions "r irti" ordinance shall not beappricable to c6nstruction, ruiri"r.rrce or repair projects ofany street or alley or any utilities in the ,i.jni-"_ruy.
To revi-ew ordinance No- 6 in full, prease stop by the Tordn ofvair Buir'ding Department to obtain a copy. trrank you for yourcooperation on this natter.
(i.e. contractor, owner)
luun
o
75 .outh tronilge road
v.ll, colorrdo 8t657
(303) 479-2138 or 479-2139 offlce of communlty doyelopmt|tt
BUILDING PERI.IIT ISSUANCE TIME FMME
If this perT_it fgquye: a Town of Vail Fire Departnent Approval,Engineer''s (pub1ic {91fs} review and approvai,'i iiiiiiini'bip."t .ntreview or Health Departmint review, ani'a_review by the BuirdingDepartment, the estimated time for a total "eui"n-i"v L[!'ii r6ngas three weel(s.
All commercial ("large or sma'll) and all multi-family permits wi.llhave to follow ihe iuove *ent'i6neJ-raximum reguirements. Residentialand.smal'l projects shourd take a resser amouni of time. However, ifresidential or smaller.projects impact the various-;6ve mintioneadepartments with reoard to necessary review, tt"i. i""j""ii"ruyalso take the three weet perioJ.
Every attempt will be made by this departnent to expedite thispennit as soon as possible.
I, the undersigned, understand the plan check procedure and timeframe.
r
Comnuni ty Development Department.
t*cograar Eagle counry A"".""oO0ff1""vvsue, AD-Eeevr.' !f( at 970-328-8640 for Parcel /1. TOI{N OF VAIL CONSTRUCTfO
IPARCEL ll:- pBRMrr AppLrcATroN FoRM
DATE:OGI 1I' , ApprrcArroN Musr BE FrLr,ED "il""r**r*" ". -Jd\ $luUtH'DHl{ [\fl '-----
X**********************:r****** pER!{IT fNFORI,1A?JON *****************************rl ,[ !-Building t ]-rlurnbinq [ ]-Electrical 1f-u"enuntbal [ ]-other
Jol Wane:{
Legal Description: Lot
owners Name:
Architect:Address:Ph.
General Description:
work class: [1zf-wew [ ]-Atteration t l-Additional [ ]-Repair t l-other
Number of Dwerllng units: Nunber of Accommodation units;
^ Nrrnber and Tlpe of Fireplaces: Gas eppliances_ cas Logs_ wood/pellet_v
/f*********"*****vzry?:zT77't VALUATTONS *********************************
BUILDING: EI,ECTRTCAL: $-
PLIJMBTNG: $ - ltEcrrANrcAu@-vf, * * * * * * * * ** * * * * * * * * * * * * * * * *'r CONTRA,CTOR INFOXI.IATIO:t Eeneral Contractorz C,rn-,,.Al,^-. Ao,toI*'.*,n,^l 1'--a rAddress: \DAe tt, <^ phone Number: _
Electrical Contractor: Town of vail Reg. No.Address:
-
phoneNunber:
TOTAL: I
cToR INFOJMATION * * * * * * * * * * * * * * * * * * * * * * * * * * !rContractot-z Town of VaiI Reg. NO.
Contractor:Town of VaiI Reg. NO.
Phone Number:
Plunbing
Address:
Mechanical
Address:
*** ********** ******* ** * * ****** ** FOR
BUILDTNG PERMIT FEE:
PLUI{BING PERMIT FE8:
MECHANICAIJ PERMIT F8E:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE;
r4f Town of VaiI Req. No.
Phone Number: q[<ZEZq-
tr_-.r..---
oFFrcE usE *******************************
BUILDING PI..AN CTIECK FEE:
PD[rr{BrNG PIAN CHECK fEE:
MECHANTCAL PI,AN CHECK FEE:
.RECREATTON FEE:
CI,EJAN-UP DEPOSTTs
TOTAL PERMIT FEES:
BUTI.,DING:
SIGNATT'R8:
ZONTNG:
STGNATTIRE:
CI.EAX IIP I'EPOSIT REFITIID !O:
TO:
FROM:
DATE:
RE:
MEMORAND.JM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'IS REQUIRED
Job
Date:WTl, rt (fqeteas arding the need for a'Public Way Permit":
1) ls this a new residence?
2) ls demolition work being performed
that requires the use of the right
of way, easements or public propeqty?
3) ts any utility work needed?
4') ls the driveway being repaved?
5) ls ditferent access needed lo site
olher than existing driveway?
6) ls any drainage work being done
affecting the right of way, easements,
or public property?
7) ls a "Revocable Right CI Way Permit'
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no lo 8A, is a parking, staging
or fencing plan required by Community
YES
v
NO
U
/
/
/
J
t/
/
Development?
lf you answered yes to any of lhese questions, a'Public Way Permit" musl be obtained.
'Public Way Permit' applications may be obtained at the Public Work's ofiice or at
Community Development. lf you hava any questions please call Charlie Davis,lhe Town
of Vaif Construction Inspector, at 479-218.
I have read and answe
Job Name /s Signature
PUBLIC WORKS PERMIT PROCESS
How it relates to Building Permits:
1) Fill out our check list provided with a buitdino oermit aoolication.
lf yes was answered to any of the above questions. then a "Public Way" is
required. You can pick up an application at either Community Development,
located at 75 S. Frontage Road or PublicWorks, located at 1309 VailValley Drive.
2l Notice sign otfs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
3) A construction tratfic controystaging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
Construction, Staging, etc..). This plan witlexpire on Oct. 1sth. and will need to
be resubmitted for approvalthrough the winter.
4) Sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic control plan or a site
plan for the job.
5) Submit completed application to the Public Works's office for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 48 hours to perform.
6) The Public Work's Construction lnspector will review the application and approve
or disapprove the permit. You will be contacted as to the status and any that may
needed. Most permits are released within 48 hours of being received, but please
allow up to one week to process.
7) As soon as the permit is processed, a copy will be faxed to Community
Development allowing the'Building Permit" to be released. Please do not confuse
the "Public Way Permit" with a "Building Permit" to do work on a project itself.
NOTE:
* The above process ls for work in a publlc way only.* Public Way Permits are valld only until November 15th.* A new Public Way Permit is requlred each year if work ls not complete.
cxjtwey
o
TOWI,IOFVAIL
75 South Frontage Road
Vail" Colorado 81657
30i-479-2 I 3 I / 479-2 I 39
FAX 303-479-2452
Depanment of Comtnunity D eve lopment
IIIFONUA:TIOil IEEDED M|Elt APPI.IING A IIECEAIIIcAL PERUIAroR
1.
2.
HEAT LOSS CALCT'LATIONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUTPMENT
DRA}'N IN TO SCALE, VilITH PHYSICAT DIUENSIONS AND BTU
RATINGS OF AI,L EQUIPMENT IN I{ECHANICAI, ROOM.
SHOW SIZE AND LOCATION OF COMBUSTION ATR DUCTS, FLUES,
VENT CONNSCTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN
MECHANICAL ROOM.
3.
4.
FAILURE TO PROVIDE THIS INFONUAIIOI{ I{U.L DELAY TOUR PER}IIT.
75 roulh hontrge road
v.ll, colorldo 816t
(3ql) 4792138
(3Gt) 47$2139
otffce of communlty development
. NOTTCE TO CONTRACTORS/OY{NER BUILDERS
Effective June 20, L99!, the Town of Vail Buildingr Department has
developed the following procedures to ensure that neri constructionsites have adequately established proper draj.nage from buildingsites along and adjacent to Town of Vail roads or streets.
The Town of VaiI Public gtorks Departnent will be required toinspect and approve drainage adjacent to Town of Vail roads orstreets and the installation of temporary or permanent culverts at
access points from tbe road or street on to the construction site.
Such approval must be obtained prior to any request for inspectionby the Town of VaiI Building Department for footings or temporaryelectrical or any other i-nspection. Please call 4'l 9-2150 torequest an inspection from the Public Works Department. Allow a
minimum of 24 hour notice.
AIso, the Town of Vail Public Works Department wilt be approvingall final drainage and culvert installation with resulting roadpacching as necessary. Such approval must be obtained prior toFj.nal Certificate of Occupancy issuance.
75 3oulh t.Dntag! road
vall, colo.ado 81657
(303) 479-21.38 or 479-2139
TO:
EROM:
DATE:
SU&TECT:
olflce ol communlty devclopmcnl
AI,L CONTRACTORS CT'RRENTLYL REGISTERED I{IIII TIIETOWN OF VAIL
TOWN OF VArL PUBLIC !9ORKS/COMMI NITY DE\rELOpttENT
T{ARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn surnmary, ordinance No. 6 states that it is unrawful for anyperson to litter, track or deposit any soir, "o"x, sand, aeriisor naterial, including trash iunpsteri, poriarr" ioit"t; i'e---workrnen vehicles,upon any streetl =ia"raixl-;ii;y or publicpr?g" or anv portion theieof. rrt" iighi:"i-r.i-"n arl Town ofVail streets and.Ig"g= is approximateiy 5 ft. 3ff pavement.This ordinance will be striliry enforcid uy the-rown of VailPublic works DeDartment. pers6ns found viira€ing this ordinanceIir]- be given a 24 hour written notice t"-i"r""" said nateriar.rn the event the person so notiriea aoes-";t-;;;p1y with thenotice within the 24 hour ti.me specified,-irr"-p"blic worksDepartment will remove said mateii"i it-irr",'""i"""e of personnotified. The provisions ot trris-oiai".n"" Ifr5ir not beappricabre to c-onstruction, uraintenance or repair projects ofany street or a1ley or any util_ities in ttre-iight_i_"iy
To review ordinance No. 5 in full, please stop by the Town ofY?ir Bul+ding Departrnent to obtar.n a copy. rirani< you for yourcooperation on this rnatter.
(i.e. contractor, owner)
luttn
?5 .outh trontlg. rold
vall, colondo E163?(3cf) 479-2138 ot 479-2t39 ofllcc of communlly devclopmcnl
BUILDING PERI'IIT ISSUANCE TIME FRAr'tE
If this peryit regurlres a Town of vair Fire Departnent Approvar,Ensineer's..(.pgbJ ic !91!s) reyiew and approvai, -i piiiiir ni'b"p."t .ntreview'or Health Department-review, ani'a_review oy the duifii;g -'-
Department, the estimated time for a total review-iay"tale'ai i6n9as three weelts.
A]l corrnerc-ia'l (large or sma'll) and all multi-fami'ly permits willhave te follow the above mentioned maximum requireminii.'- iesioential
:19.:Tll.^p"9i.!!:,shou'td tal(e a tesser amount of time. Hfwever, ifresroentl'at or smat'l er projects impact the various above mention.ddepartments with regard. to necessary review, tteie p"oje.Ii ,nuya'lso take the three-weet peri:oJ.
Every attempt wril] be qgge by this department to expedite thispennit as. spon as possible.
I' the undersigned, understand the plan check procedure and timeframe.
rtAr
Conrnuni ty Devel opment Department.
1
!
I
ROOM NUMEER
ROOM NAME
HE IIIHT
LENGTH
WIDTH
EXPOSED WALL LENGTH
EASET{OAFiD BTUH FTG 18O
EXFOSED 6LASS AEEA
I.IALL. . FACTOFI
6LAS5
I:EILINE
FLOOE
SLABI]OLD PARTITION
I NF I LTFIAT I ON
WALL. ....BTUH
GLASS
CEILING
FLOOR SGUAEE FTSLAB LINEAR FT
COLD FAETITION
I NF I LTRAT I ON
TOTAL BTUH LOSS € lC,O DES.
I:AIN
F:OOI'I NUI,IBEF]
ROOH NAHE
HE I IIHT
LENGTH
t^JI DTH
EXPOSED WALL LENETH
EASEBOAED BTUH FTE 18O
EXPOSED GLASS AREA
WALL. . FACTtrR
GLASS
fiE ILING
FLOOR
SLAB
COLD FARTITION
I NF ILTF.:AT I ON
I.IALL. ...BTUH
GLASS
CEILING
FLOOR SOUAF.:E FT
SLAB LINEAR FT
trOLD PAFITITION
I NF ILTRAT I ON
TOTAL BTUH LOSS € 1OO DES.
GAIN
t
BATH 1..g.o
5.O
8.O
9.5
3. I
10. r_r
(J. 05
o.56
r-). oo
o. 04
o. oo
o. fjo
Q. rl12
?
. EEDR},I1
€}. C)
10. (:)
t.t fi
?4 - c-t
3C-). O
c_r.05
(:). 56
(J. o()
o, 04
o. o0
c). c_)o
o. c)1t
(.
(J
o
1:O
(:)
{:}
c]
'I 'J I
164
€
ENTFIY
L7 .C,
6.5
4.5
a.5
11.c-,
78. O
o, 05
r-r. 56
c-r. oo
o. {)4
C'. clo
o. oo
0. o12
332
4358
{J
?:ZL
o
o
LL77
TD
7
EEDFIM:
ct. r-,
1-? 5
t? q
34. O
1{:r. C)
4(-J, O
(-'r, 05
o.56
(j. (-lc)
Q. {J4
(1 .oo
o. Qo
O. C' 1?
o
HALL
8. c-)
4. (t
a.o
c). o
{J. 2
o.o
o. L'15
.-). oo
O. C)cJ
O. (-14
0 . (-lc_l
o. oo
Q.{)00
Ii I TCHEN
8. (l
B.O
.LY. J
29.3-
,? e;
4(-r - O
cr. {]5
o.56
o. c)3
o.(-]Cl
0. (iO
o. oo
(1 .o18
-J€}0
2:40
34El
0
o
Ll
!67.)
FF|CEcff{,
frttnotgilroer-r1 16Ct
=:p
(:r
c_r
15(_tC!
6Ct48
rJtf o .d.
o
(j
(-t
55t5
?473
17234
119t7
xar{er\ suppr-v coMpANy ?.r o=" o95o Nattinsham *olo"on co et1620 =o=-ro"-o=,-,,
INNsBRooK MEADor,,rs r-or\f FoE rom cRoNrN
TOTAL HOUSE LOSS 56=55 BTUH G ICIC}TD
..1
EATH ?.
8. (:)
a.o
a.o
3. {:)
o.8
(J. Q
(_l- (_)5
(i. O0
rl. (J0
(:). 04
(J. o(J
{1. oo
O. eOO
33O B 1c-r 12O
56Cr 1680 0
oQO
160 54(l :156'
OO(-,cro(J
384 LZt6 (-l
TD !7?rt 43?6
843 ?L97
(-)
E'
5619
1?A
166
4
.CLsT 1
B.O
6.O
5. (l
Q. (J
r-l ';'
(J . (:)
O. (i5
(:). ()(:l
0. Q(-)
tl. O4
o. o(J
c!. o{}
Cr. O(-)O
.J
LIVINGFIM
8.O
t ':t ri
?(J. (,
31.4
168. O
o. (}5
r-,. 56
o.03
o. oo
c-). CrO
O. (.-l -t
O. (:)1E}
GAIN 36606
STAIRSg.o
6.5
;-..1 . .J
c'. o
IJ. Z
o.o
o. (--r5
o. o0
{:}. or-r
o. (-)4
o, oct
o. o0
o. ooo
23?
{t
o
91
o
0
o
l'fcl tl
166 166
5238
301rJ
KAMEN SUFFLY |::OMPANY Er:x 436 c-t35o Nattingtham F:d. AvRn CO 41620 3O3-943--43Or_r
rNNsFROOrr. MEADoT^rs Lor\FOF; raM IRONIN
EOOI'I NUT4BEE
FjOOM NAME
HE I I3HT
LENGTH
WIDTH
EXPOSED I.IALL LENGTH
FASEBOAF;D BTUH FT€ 18(-)
EXPOSED GLASS AREA
WALL. ..FACTOE
GLASS
CEILING
FLOOR
SLAB
COLD FARTITION
I NF I LTRAT I ON
WALL. ....BTUH
GLASS
CEILING
FLOOF: SOUAFIE FT
SLAB LINEAF: FT
COLD FAETITION
I NF I LTEAT I ON
TOTAL BTUH LOSS @ lt1c-t Pg5,
GAIN
ROOH NUMBER
ROON NAHE
HEIGHT
LENGTH
WIDTH
EXFOSED WALL LENGTH
BASEBOAFID BTUH FTG lBO
EXPOSED GLASS AREA
I^JALL. . FADTAFI
GLASS
I]EILINE
FLOOFj
SLAB
EOLD PARTITION
INFILTRATION
WALL. ...ETUH
6LASSCEILINI3
FLOOR SCUARE FT
SLAB LINEAR FT
coLD PAETITTON
t2 13
HALL FI^JDFJFIM
8.(J E}. O
6.5 6.5
6. (_) 5.(]
O-Q 9.(J
(J.2 ?. L
cl. o 7.3
C). 05 C). OS
O. OO C).56
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B.U. TOP ffiLT IN NRE PLUE ET,EU, 7829.07n slt caRNER 0F Lor z ercK 4 uAtL ttfiERu^uMAtN.
N0tE: ltl-L BUlLilNe n6 ARE PERffiIACUW 0R RADUL
I hereby certify thot this improvement locotlon certifrcote vos prepored
for the mortgoge lendq ond the tltle insuronce compory4, thot it ls not o
lond survey plot or improtement sunny plot, ond thot it is not to be rclied
upon for thc estoblishment of fcncq building, or other future improvemcn t
tines- I further certify thot thc improrcments on the oborc describcd porccl
ott this dotc, except utility connections, ore en tirely vithin the bwndorics
of the parcel, axcqt as shoun, thot thcra oro no cncroochments upon thc
described premises by ttmprovcments on ony adlcining premiseq except as
indicate4 and that there ls no opporent cvidence or sign of ony easanrutt
crossing or burdcnlng ony port of said porcd, exccpt os notcd.
fhis certilicote does not constitute o ffAe scorch by lnter-lfwn toin
Engheering to detcrmine ovnarship or eoscments of record. For oll
ioformotion regording eosqnqrts, rights-of-voy or title of record,
lnter-Mountoin relied upon the Firct Amendment to the Finol Plot of
lnnsbruck Meadovs, o 9tbdivision in Toun of Vail, Eogle CountS4, Colorado.
TRACT A
20'PEDESTRIAN, UNLITY
AND DRAINAaE EASE0IENT
IO' ACCESS ANO
UNLITY EASEUENT
OPEN SPACE
LOT 5 'rryi
RW ov&utB
Zd FLo&r.L.c. APPRoVED to/20/95 fl^*-t- k-g'-n
15'STREAM EASEilENT
THAT ?IIE APPLICANT A?PLY FOR A VARIANCE FOR ENCROACHMENT SHOWN IN
SETBACK. IF TIIE SETBACK VARIANCE IS NOT APPROVED IHAT PORTION OF
BUILDING IN TI{E SETBACK }IIIST BE REI'{OVED. THE ENCROACHMENT ISSUE
BE RESOLVED PRIOR TO T.C.O.
THAT TITE APPLICANT SUBMIT A WRITTEN LETTER ACKNOWLEDGING IIIS I]ND
OF TITE CONDITION STATED TO THE OFFTCE OF COMMI'NmI D
TO A FRAUING INSPECTI
BLOCK 8
VAIL INIERUOUNTAIN
DEWLOPMENT
suEotvlslott
NOflCE Aecording to Coltodo lov 1ou must commence
any legal oction bosed upon ony defect in this survcy
vithin thrcc Scorc oftcr 1ou first discotv such defect
ln no evqtt, moy ony oction bosed upd, ony defect in
thls sun/ey ba conmanccd more thon tcn loars from
the dote of cqtificotion dtovn hereon.
IMPROWMENT LOCANON CERNFTCA 7EP. O. m)( 978
0077 E CAf aOAD
Ardt, &.o. ar6fr(n:D 04r-s2 fififfi#*--*,M:m
o^tE E''/ED ,0_17_95AOIJS|A gtw tt€ 6 LOf 6
TOWN OF VAIL, EAGLE COUNTY COLORADO
ato ttrtED Ect( ot aaa(
slEEl t*, I OF I
Gqq]d l. Schlegel t *n"*ins"nsin*t t o''""' ''o'' "'''".'
6993 crlcs drivc, ervada. colorado 80004
September 28, 1994
Building DepartmentCity of VailVail, Co.
Re: fnsbruck Meadows, Vail, Co.
Dear Chuck,
The design loads used for these houses
Floors- 40psfRoofs- 80psfExterior decks- 100psf
Wind- 80mph, Exposure B
are as follows:
"iL
4
.J'/'"
"(a 3279 r)*.9\*". .*+
W;-ftf#)
Town of Vail
25 South Frontage RoadVail, Colorado 81657(303) 479-2L38 TFFIOE COPY
based onBuilding Code
AddTEsS: KINNICKINNICK RD.Contractor: KED DEVELOPMENTArchitect: ARCHISTRUCTURE ONEEngineer: G. SCHLEGEL
Plans Examiner: CHUCK FELDMANN
are not intended to be a completein the 1991 UBC. It is a guide to
Town of Vall
Plan analysisthe l-991 Uniform
Name: INNSBRUCK MEADOWS #7Date: September 29, L994
Occupancy: R3,ML
Type of Const: V-N
NOTE:The code it.ems listed in this reportlisting of aLL possible code requirements
selected sections of the code.
FL NAME AREA MIN.LTGHT MIN.VENT NO.EXITS EGRESS
2 Master bedroom2 Master bath2 Kitchen/Dining2 Living room2 HaIls, closets, etc.
TOTAL FOR FLOOR1 Garage1 Bedroom #2l- Bath room1 Bedroom #31 HalIs, closets, etc.
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
276
r_ 81
257
253
229
J-IYb
490
1_43
52
1,25
178
988
2]-84
2'7 .60
0.00
25.70
25 .30
0.00
0.00
14 .30
0.00
]-2.50
0.00
r-3.80o nR
L2.85
L2.55
0.00
0.00
7.15
z.ou
6.2s
0.00
Yes
No
No
No
No
No
Yes
No
Yes
No
1
1
1
1
1
1
1
1
t-
t-
I
1
1
1) EGRESS - An operable window or door that opens directly to the exterioris required from this room. The minimum clear openable area must meet.the following. -- Sec. 1204.L) The minimun clear height is 24 inches2l The minimun clear width is 20 inches3) The minimum clear area is 5.7 square feet4) The maximum silL height is 44 inches2\ The number of exits is based on Table 33-A (Dweltings)
3) A mechanical ventitation system may be used j-n in lieu of exterior
openings for ventilation. -- Sec. l-205. (c)
ROOM DIMENSIONS:
Habitable space sha11 have a ceiling height of not. less than 7 feet 5inches. Kitchens, haIls, bathrooms and toilet compartments may have aceiling height of 7 feet measured to the lowest projection. If the ceilingis sloplng, then the minimum heiqht is required in only l/2 of the area.
--Sec. 1207. (a)
Every dwelling unit sha1l have at least one room which has not less than 120
square feet of floor area. Other habitable rooms except kitchens shall have
an area of not less than 70 sguare feet. -- Sec.l2o7.(b)Habitable rooms other than a kitchen shall not be less than 7 feet in anydimension. -- Sec. 1207. (c)
GLAZING REQUIREMENTS:All glazing in hazardous locat.ions is required to be of safetyglazing material . -- Sec. 5406. (d)
1) Glazing in ingress and egress doors except jalousies.
2') Glazing in fixed and sliding panels of sliding door assemblies andpanels in swinging doors other than wardrobe doors.3) Glazing j-n storm doors.4) Glazing in all unframed swinging doors.5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a buitding wall
enclosing these compartments where the bott.om exposed edge of theglazing is less than 60 inches above a standing surface and drain inlet.6) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edgeof the glazing is less than 50 inches above the walking surface.7') Glazing in an individual fixed or operable panel, other than thoselocations described j-n items 5 and 6 above, t.han meets all of thefollowing condi-tions :A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than l-8 inches above the f1oor.C. Exposed top edge greater than 36 inches above the floor.D. One or more walking surfaces within 36 inches horizontally of theplane of the glazing.
8) Glazing in railings regardless of height. above a walking surface.Included are structural baluster panels and nonstructural in-fillpanels.
See exceptions.
SMOKE DETECTOR REQUTREMENTS :
A smoke detector is required on the ceiling or wal-l at a point centrallylocated in the corridor or area giving access to each sleeping area.
-- Sec. 1210. (a) 4.
A smoke detector is required on the ceifing or wall in each sleepingarea. -- Sec. 1210. (a) 4.
A smoke detector is reguired on all stories. -- Sec. 1210.(a) 4.If the upper leve1 contains sleeping room(s), a smoke detector is requiredin the ceiling of the upper level close to the stairway.
-- Sec. 1210. (a) 4
Smoke detectors are required to be wired to the building's polrer source andshaLl be equipped with a battery backup. -- Sec. 1210.(a) 3.Detectors shall sound an alarm audible in all sleeping area of t.he dwellingin which they are located. -- Sec. l-2L0. (a) 4.
FIREPLACE REQUIREMENTS :
FACTORY BUILT FIREPLACE:1) Unit must be an approved unit. -- Sec. 3705.(a)2) Clearances and hearth size must be per manufactures approval .
-- Sec. 3705. (a) & (b)
3) Chimney height must be per manufacturer's approval and Table 37-B
OCCUPAI'ICY SEPARATION :
Between the garage and the residence, materials approved for l-hr fireconstruction are reguired on the garage side only and any doors betweenthe garage and the residence are to be a self-closing L 3/8 inch solidcore door or a 20 minute fire door. -- Table 5-B & Sec. 503.(d) exc. #3
STAIR REQUIREMENTS:
A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306.(b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3306. (c) exc. #LProvide 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 guard rail where drop off is greater than 30 inches. Minimum height
= 35 inches, maximum opening size = 4 inches. -- Sec. 1,'71,2. (al exc. #1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Enclosed usable space under the stairs is required to be protected as requiredfor thr fire-resistive construction. -- Sec. 3306. (I)
SHAFT ENCLOSURES:
1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than9 square feet may lined on the inside with not less than 26 gagegalvanized sheet metal with all joints locklapped. The out.side must bet hr construction. All openings into any such enclosure shall be protected
by noL less than a self-closing solid wood door l3/8 inches thick orequivalent. -- Sec. 1706. (f)
2l Gas vents and noncombustible piping installed in walls passing through3 floors or less do not need to be in l- hour shafts.
-- Sec. t706. (c)
3) Shafts for gas vents, factory-built chimneys, piping, or ducts that donot extend through not more than 2 floors need not be in l- hour shafts.
-- Sec. 1706. (c)
4) All other shafts are required to be enclosed in a t hour assembly.
-- Sec. 1706. (a)
ATTIC REQUIREMENTS:1) Provide an access to aLl attic areas with a clear height of 30 inchesor more. The minimum size is 22 inches by 30 inches. There must be 30inches or more clear height above the access. -- Sec. 3205.(a)2) Provide ventilation in all attic areas. The net free vent area isto be not less than L square foot. for each 150 square feet of attic area.
The vent area may be 1/300 if at Ieast 508 of the required ventilatingarea is provided by ventilators located in the upper portion of theattic. Ihe upper ventil-ators must be at least 3 feet above the eve orcornice vents. -- Sec. 3205. (c)
For a 464.0 sg.ft. attic area:Ratio Miminum sq.ft. of vent1/1"50 3.091/300 1 .55
CRAWLSPACE FSQUIPCMENTS :l-) Provide ventilation either by mechanical means or by openings in exteriorwalls. Opening shall provide a net area of not less than L square foot for
each 150 square feet of area in crawl space. Openings shall be distributed
on two opposite sides and be located as close to corners as practical .
-- Sec. 2516.(c) 6. Note: Vent openings may be reduced to 10t of the aboveif ground surface area is covered with an approved vapor barrier and thebuilding official approves.For a 500.0 sq.ft. erawlspace area:Ratio Minimum sq.ft. of ventr./150 3.332l Provide 18-inch by 24-inch access opening to the crawl space area. Note:
opening may be reguired to be larger if mechanical equipment is locatedin the crawl space. -- Sec. 25L6.(c) 2.3) Un1ess the wood is listed as an approved wood of natural resistance to
decay or treated wood, the minimum clearance between exposed earth andfloor joist is 18 inches. The mininum clearance to beams and girders isis 12 inches. -- Sec. 251-6. (c) 2.
ADDITIONAL REQUIREMENTS :For R3 occupancyThis project will require a site j-mprovement survey. Such surveyshall be submitted and approved prior to request for frame
inspection.
tl.l crawl spaces rithin tbe Town Of Vail are linited to a earth toctructural fl.oor ceil-ing heigbt of 5', be eartb fl.oor only, beventilated aa per ttBC 2516(C)6 ritb minimun access as per IIBC
2516(C)2 and maximun accesa of 9 sq. ft.
Any building site with a slope of 30 degrees or more shall require an
engineer design. Such design shall address drainage, soil retainage
and structural design.
Excavation below slabs on grade shall not be permitted without prior
approval .
Address numbers shall be posted plainly visible and legible from thestreet.
For M1 occupancy
Slope garage floor to al1ow for drainage to outside to provide afloor drain with sand and oiL interceptor to dry well or to sewer.
Any garage floor drain connected to sewer nust be approved by Upper
Eagle Valley Water & Sanitation District.
In garages with living area above, the walls of the garage wiich arebearing the area above shal1 be protected with one hour fireresistive construction. UBC 503(B)
Town of Vail
25 South Frontage RoadVail, Colorado 81657(303) 479-2t38
Tonm of!b[
Plan reviewthe 1991 Uniform
#7
fiFTICIF COPY
based onBuilding Code
Address: KINNICKINNICK RD.
CONLTaCTOT: KED DEVELOPI{ENTArchitect: ARCHISTRUCTURE ONEEngineer: G. SCHLEGEL
P1ans Examiner: CHUCK FELDMANN
NamE: INNSBRUCK MEADOWS
Date: September 30, 1994
Occupancy: R3rMl
Type of Const: V-N
Tbis project riII require a eite inprovemcnt survey.lbis survey sbaU be suboitted and staff approvedprior to a request f,or a frane inspection. UDder no
circurnstances will a fram€ inspection be donerithout aa approved site inproveneat sunrey.
Exterior surfaces with stucco shall be provided withexterior metal lath as per UBC 4706 with 2 layers ofpaper. Windows and doors are required to be
adequately flashed(not with just screed metal).Iath inspection is requj-red prior stucco
application.
A1l ner construction witbin tbe Town of Vail rill bereguired to bave as initial inspection by.TOV Public
Works Dept. to approve gite drainage and culvertinstallation. Tbir atrrproval nugt be complete prior
to any inspection by tbe Building D€partment.
This project is restricted from the burning of woodin fireplaces. Unless the lot is a restricted 1otin size, three gas logs fireplaces and three gas
appliances are permitted per unit allowed. Gas log
chimneys enclosures shall be one hr. protected.
In bathrooms with a tub or shower and in laundry
rooms a mechanical ventilation system connecteddirectly to the outside shall be provided. Bathrms
which contain only a water closet or lav. may beventilated with a recirculating fan. UBC 1205(c).
Domestic clothes dryer extraust ducts shall beinstalled as per UMC 1104 and 1903. Flexible duct
connectors may not exceed 6' in length and shall notbe concealed within constructi-on. Ducts shallterminate outside the building and not exceed 14'
length.
a
r.0
11
No domestic dishwashing machine shall be directly
connected to a drainage system without the use of an
approved dishwasher air-gap fitting. UPC 508.
Cross connection control devices shall be installed
to protect pollution of potable water supply by useof approved backflow prevention devices. UPC 1003.
Plumbing fixtures with mechanical apparatus shal1 be
supplied with an access panel for inspection andrepair of equipment. UPC 904.
Domestic ranges shall have a vert.ical clearance
above the cooki-ng surface of not less than 30" to
unprotected comlcustible material . UMC 190L.
Heating and cooling equipment located in the garage
shall be installed wittr the pilots and burners orheating elements and switches aL least 18" above thefl-oor level of the garage. UMC 508.
A chimney enclosure for a wood burning fireplaceflue shall be protected by a one-hour fire resistiveconstruction. UBC l-705. This involves lining theinside of such chase with 5/8rr Type X sheetrock andfire-taping joints.
Approved gas logs may be instaLled in solid-fueIburning fireplaces provided the installation is
according to the listing instructions, any damper
shall- be removed or permanently blocked, and asafety shutoff valve is provided- UMC 803.
Supply a mechanical drawj-ng indicating design of
system, size (BTU and volume) of equipment, ventlocation and termination, and combustion air to be
supplied prior to any installation.
Due Lo Colorado State Statutes, a1I sink faucetts
and shower heads are required to utilize flowrestriction devices. A1so, the maximum water closetflush usage is limited to a maximun of 3.5 gallonsper flush.
This factory-buiIt firepJ.ace must be an approvedunj-t. fnclude the manufacture's name, model number,
and approval information. -- Sec. 3705. (a)
At eaves and valleys an adequate underlayment shall
be provided to protect a structure from ice buildup
and water damage. Two l-ayers of fel-t solid moppedto sheathing and between layers of a commercialwater & ice shieLd may be used as per Table 3281-.
IZ
13
t4
Lo
t7
,l:/
18 The structure is requlred to be anchored to the
foundatalon with L/2 Lnch, anchor bolts. The bolts
must be lnto the concrete or masonry 7 inches and
spaced a maximum of 6 feet apart. See code foradditional requirenentsr -- Sec. 290?. (f)
' 19 Include a copy of the soiis report for the site to
be built on. -- Sec. 2905.
20 Provide truss details by the truss manufacturer'sengineer. (reg in this state)
*rrrotttrfl
OFFICECOPY
l
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
(303) 479-2138
Plan analysis based on
thc l99l Uniform Building Code
Project Numbcr: PRl95-0090
Address: LOT 6 KINNICKINNICK
Planner: GEORGE R,
Occupancy: R3,Ml
Type ofConsl V-N
NOTE:The code items listed in this report are
listing of all possible code requirements in thc
selected sections ofthe code.
Department of Community Development
pd
Namc: INNSBROOK #6
Datc: September 14, 1995
Contractor: SNOWSHOE DEV.
Architect: RKD
Engineer: MONROE
Plans Examincr: CHUCK FELDMANN
not intendcd to bc a completc
l99l UBC.lt is a guide to
FL AREA MTN.I,IGHT MIN.VENT NO.EXITS EGRESS
2 Master bedroom
2 Master bath
2 Living room
2 Kitchen/Dj-ning
2 Hal1s , closet.s , etc .
TOTAIJ FOR FIJOOR
1 carage
1 Bedroom #11 Bedroom #21 Ha1ls. closets, eLc.
TOTAL FOR FI,OOR
BUILDING TOTAL
249
).J Z
255
JJb
1237
fJ-9
IJb
r47
327
LI24
236L
24.90
0.00
ZO. IU
zJ ,5U
0.00
0.00
.LJ.bU
L4.70
0.00
L2 .45
7.50
13.35
lr.bf,
0.00
0.00
5.80
| .5J
0.00
Yes
No
No
No
No
No
Yes
Yes
No
1
1
1
L
1
L
L
1
1
1
1
1
{g*n"uor*",
75 South Frontage Road
Vail, Colorado 81657
970-479-213V47e-2139
FAX 970-479-2452
Department of Community Deve lopment
Footnote:
1) EGRESS - An operable window or door that opens directly to the exterioris required from this roon. The minimum clear openable area must meetthe following. - - Sec. 1"204.
1) The minimum clear height is 24 inches2) The minimum clear width is 20 inches3) The minirnum cl-ear area is 5.7 square feet4) The maximum sill heiqht is 44 inches
2) The number of exits is based on Table 33'A (Dwellinqrs)
3) A mechanical ventilation syst.em may be used in in lieu of exterror
openings for ventilation. -- Sec. 1205. (c)
ROOM DI}IENSIONS:
Habitable space sha1l have a ceiling heiqht of noL less than 'l feeL 6inches. Kitchens, ha1Is, bathrooms and toilet conparLments may have aceilingr heiqhE of 7 feet measured to the lowest projection. If the ceilingis sloping, then t.he minimum height is required in only I/2 of the area.
- - Sec. 1207 . (a\
Every dwelling unit shall have at least one room which has noL l-ess than 120square feet of floor area. Other habitable rooms except kitchens shalI havean area of not less than 70 square feet. - Sec. 1207. (b)
Habitable rooms other than a kitchen shall not be less than 7 feet in anydimension. -- Sec. L207. (c\
GLAZING REQUIREMENTS :
A11 glazing in hazardous locations is required to be of safetyglazing material . - - Sec. 5405. (al)
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sliding panels of sliding d.oor assemblies andpanel-s in swinging doors other than ward.robe doors.3) Glazing in storn doors.4) GlazinS in all unframed swinging doors.5) clazing in doors and enclosures for hot tubs, whirlpools. saunas. sceamrooms, bathtubs and showers. Glazing in any portion of a building wallenclosing these compartments where the bottom exposed edge of theglazing is less than 50 inches above a standing surface and drain inlet.5) Glazing in fixed or operable panels adjacent to a door where the nearestexposed edqre of the glazxing is within a 24-inch arc of either verticaledge of the door in a closed position and. where the bottom exposed edgeof the glazinqf is less than 50 inches above Lhe walkingr surface.7l Glazrng in an j.ndividual fixed or operable panel. other than Lhoselocations described in items 5 and 6 above, than meets all of thefollowinq conditions:
A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than L8 inches above the floor.C. Exposed top edge greater than 35 inches above the floor.D. one or more warking surfaces within 35 inches horizontally of theplane of the glazing.
8) Glazing in railingrs regardless of height above a walking surface.Included are structural baluster panels and nonstructural in-fi11panel s .
t2 runo'o'*o
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Development
SMOKE DETECTOR REQUTREMENTS :
A smoke detector is reguired on the ceiling or waLl at a point centrallylocaLed in the corridor or area giving access to each sleeping area.- Sec. 1210. (a) 4.
A smoke detector is required on the ceiling or wal1 in each sleepingarea. - - Sec. 1210. (a) 4.
A smoke d.etector is required on all stories. -- Sec. L210. (a) 4.If Ehe upper level contains sleeping room(s) , a snoke detector is requiredin the ceiling of the upper level cLose to hhe stairway.
- - Sec. 1210. (a) 4
Snoke detectors are reguired to be wired to Lhe buildinq's potirer source andshaLl be equipped with a battery backup. -- Sec. 1210. (a) 3.Detectors shall sound an alarm audible in all- sleeping area of t.he dwellingin which they are located. -- Sec, 1210. (a) 4.
FIREPLACE REQUIREMENTS :
MASONRY FIREPLACE:
1) Fireplace must be supported by a foundation. -- Sec. 3707. (b)
2) The firebox must be aL least 20 inches deep and walls of firebox areto be L0 inches thick. If the lining is of firebrick then the walls
may be 8 inches thick. -- Sec. 3707. (c)
3) The minimurn clearance to combuslible material is from the fireplace.
smoke chamber. and chimney wa11s is 2 inches. Combustible material maynot be placed within 5 inches of fireplace opening and combustiblewithin 12 inches may not proj ect more than j./8 inch for each L inch ofcLearance. -- sec. 3707. (h)
4) The hearth must be noncombustible, a minimum of 4 inches thick, andsupported by noncombustible material . The hearth size must be at Ieast:ff Opening size is: Front extension Side extensionLess than 5 sq.f t.L5 inches 8 inches
12 inches5 sq.ft. or greater 20 inches
- - Sec. 3707. (k) & (I)
5) Chimney height must be per Table 37-B
FACTORY BUII,T FTREPIJACE:1) Unit must be an approved unit. -- Sec. 3705. (a)
2) Cl-earances and hearth size must be per manufactures approval .-- Sec. 3705. (a) & (b)
3) Chimney height must be per manufacturer,s approval and Table 3T-B
OCCUPANCY SEPARATION:
Between the garage and the residence, maLerials approved for Lhr fireconstruction are required on the garage side onty and any doors betweenthe garage and the resid.ence are to be a self-crosing 13/g inch solidcore door or a 20 minute fire door. - Table 5-B & sec. 503. (d) exc. #3
{gun"t-"*o
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX970-479-24s2
Ratio
r/1s0
Minimum sq.ft. of vent-l A1
Department of Community Deve lopment
STAIR REQUTREMENTS :
A stairway in a dwelling must be aL least 35 inches wide. -- Sec. 3306.(b)
The maximum rise of a step is 8 inches and the minimum run is 9 j-nehes
-- Sec. 3306. (c) exc. #L
Provide a handrail on one side a stairway 34 to 38 inches above the nosingr ifthere is 4 or more risers. -- Sec. 3305. (i)
Provide a guard. rail where drop off is gireater than 30 inches. Minimum heigrht
= 35 inches. maximum opening size = 4 inches. -- sec. I7L2. (al exc. #lThe minimum headroom is 5 ft.- 8 inches. -- Sec. 3305. (o)
Enclosed usable space under the stairs is required to be protected. as requiredfor ]-hr fire-resistive construction. -- Sec. 3305. (L)
SHAFT ENCI,OSURES :
1) Chutes and dumbwaiter shafts with a cross-sectional area of nob more than9 square feet may lined on the inside with not less than 26 gage
galvanized. sheet meLal with all joints locklapped. The outside must bet hr construcbion. AII openings into any such enclosure shal1 be protechedby not less than a self-closing solid wood door L 3/8 inches thick orequivalent. -- Sec. 1-705. (f)
2) Gas vents and noncombustible pipinq installed in wal1s passing through3 floors or l-ess do not need to be in t hour shafts.-- Sec . 1705. (c)
3) Shafts for gas vents, factory-built chimneys, pipinq. or ducts that donot extend through noL more than 2 floors need not be in L hour shafts.-- Sec. 1706. (c)
4) All other shafts are required to be enclosed in a t hour assembly.-- Sec. 1705. (a)
CRAWI,SPACE REQUIREMENTS :
1) Provide ventilation either by mechanical means or by openings in exteriorwalls. opening shall provide a net area of not less than 1 square foot foreach 150 square feet of area in crawl space. Openings shall be distributedon two opposite sides and be located as cLose Lo corners as practical-.-- Sec. 2515. (c) 5. Note: Vent openj-ngs nay be reduced to 10% of the aboveif grround surface area is covered. with an approved vapor barrier and thebuildinq off icial approves.For a 511.0 sq.ft. crawlspace area:
2) Provide L8-inch by 24-inch access opening to the crawL space area. Note:opening may be required to be larger if mechanical equipment is rocatedin the crarrl space, -- Sec. 2516. (c) 2.3) unl-ess the wood is listed as an approved wood of natural resistance todecay or treated wood. the mininum cfearance between exposed earth andfloor joist is L8 inches. The minimum crearance to beams and girders isis l-2 inches. - - Sec. 251.5 . (c\ 2.
{j *"n"urruo
75 South Frontage Road
VaiL Colorado 81657
970-479-213V479-2139
FAX 970-479-24s2
ADDITIONAL REQUIREMENTS :
For R3 occupancy
This projecE will require a site improvement survey.shall be subnitted and approved prior to request for
inspection.
AL1 cravrl spaces within the Town Of Vail are l-imiLedstructural floor ceiling height of 5', be earth floorventilated as per UBC 251,5 (C) 6 with minimum access as
25L5(C)2 and maximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or more
engineer desiqn. Such design shal1 address drainage.
and structural desi.gn.
Department of Communiry Development
Such survey
f rame
to a earth to
only, beper UBc
shall require an
soil retai.nage
Excavation below slabs on grade shall not be pernitted without prior
approval .
Address numbers shalI be posted plainly visible and leqible from thestreec.
For lv11 occupancy
Slope garage floor to a1low for drainage Lo outside to provide afloor drain with sand and oi1 interceptor to dry well or to sewer.
Any garage floor drain connected to sewer must. be approved by UpperEagle Valley Water & Sanitation District.
In garages with living area above, the watls of the garage wiich arebearing the area above shall be prolected with one hour fireresistive construction. UBC 503 (B).
tP'*"u"uo
I
I tf;"
FFICE
Vrll
COPY
Departmerlof Development
Town of VaiT
75 Sout.h Frontage Roadvai1, Colorado 81657(303) 479-2L38
Plan review based onthe 1991 Uniform Building Code
AddTess: KINNICKINNICK RD.ConLraclor: SNOWSHOE DEVELOPMENT
ArchiEecL: RKD
Enqineer: MONROE
Plans Examiner: CHUCK FELDMANN
This project will require a site improvernent survey.This survey shal1 be submitted and staff approvedprior to a requesu for a frame inspection. Under nocircunstances wilt a frame inspection be donewithout an approved site improvement survey.
Exterior surfaces with stucco shatl be provided withexLerior metal lath as per UBC 4706 with 2 layers ofpaper. Windows and doors are required to beadequately flashed(not with just screed metal). Alath inspection is required prior stuccoapplication.
All new consLruction within the Town of Vail will berequired to have an initial inspection by TOv Fublicworks Dept. to approve site drainage and. culvertinstallation. This approval must be conplete priorto any inspection by the Building Department. -
This project is restricLed from the burning of woodin fireplaces. Unless the lot is a restricted lotin size, three gas logs fireplaces and three qasappliances are permitted per unit allowed. Gas 1ogchimneys enclosures shall be one hr. protected.
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970-479 -2 1 3 8/479-2 I 3 9
FAX 970-479-2452
NAME: INNSBRUCK MEADOWS #6Date: September L4,L995
Occupancy: R3,Ml"
Tlpe of Const: V-N
4
{g*""ouoruo
75 South Frontage Road
Vail, Colorado 81657
970-479 -2 I 3 8/479 -2 t 3 9
FAX 970-479-2452
Department of Community Development
In bathrooms with a tub or shower and in laundry
rooms a mechanical ventilaEion sysLem connecteddirectly to the outside shatl be provided. Bathrmswhich contain only a water closet or lav. may beventilated with a recirculating fan. UBC 1205(c) .
Domestic clothes dryer exhaust duct.s sha11 beinstalled as per UMC 1104 and 1903. Ftexible ductconnectors may not exceed 6' in length and sha11 nocbe concealed within construction. Ducts shallterminate outside the building and not exceed 14'length.
No domestic dishwashing machine shall be directlyconnected to a drainage system withouL the use of anapproved dishwasher air-gap fitting. UpC 608.
Cross connection control devices sha11 be inst.all,ed
t.o protect pollution of potable water supply by useof approved backflow prevention devices. UpC j.003.
Plunbing fixtures with mecbanical apparatus sha11 besupplied with an access panel for inspection andrepair of equipment. UpC 904.
Domestic ranges shal1 have a vertical clearanceabove the cooking surface of not less than 30u LounprotecLed combustible material. UMC 1901.
Heating and coolingr equipment located in the garageshall be installed with the pilot,s and burners orheating element.s and swit.ches at least 18" above thefloor level of the garage. UMC 508.
A chimney enclosure for a wood burning fireplaceflue shal1 be protected by a one-hour fire iesistiveconstruction. UBC ]-706. This involves lining theinside of such chase with 5/8' Tlpe x sheetiock andfire- taping joints .
L0
L1
I2
{g u"r"uoou""
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Deve lopment
Approved gas logs may be instatled in solid-fuelburning fireplaces provided the installation isaccording to the listing instructions, any dampershall be removed or permanently blocked, and asafety shutoff valve is provided. UMC 803.
Supply a mechanical drawing indicatinq design ofsystem, size (BTU and volume) of equipment, ventlocation and termination, and combustion air to besupplied prior to any installation.
Due to Colorado StaLe Statutes, all sink faucet,ts
and shower heads are required to utj.lize flowrestriction devices. A1so, the maximum \^rater closetflush usage is limited to a maximum of 3.5 gallonsper flush.
This factory-built fireplace must be an approvedunit. Include the manufacturets name, model number,
and approval information. -- Sec. 3205.(a)
At eaves and valleys an adequate underlayment shallbe provided to protect. a structure from ice buildupand water damage. Two layers of felt sotid. moppedto sheathing and between layers or a commercialwaLer & ice shield may be used as per Table 32Bl-.
The sLructure is required to be anchored to thefoundataion with L/2 inch anchor bolts. The boltsmust be into the concrete or masonry T j.nches andspaced a maximum of 6 feet apart. See code foradditional reguirements. - - Sec . 2907 . (f,)
Include a copy of the soils report for the site tobe built on. -- Sec. 2905.
Provide truss det.ails by the truss manufacturer'sengineer. (reg in this state)
1_3
I4
15
16
'J,7
18
L9
20
{g r""t"uor*o
.a
oL/a4/1994 01: 55
ON
645
303646e2il ARct{rsrRrjcr[nE .*c
$lgfedg- $oil ono pERcoLA'oN rEsrs, r'c.
SOIL TESTS O FOUNDATION DESIGINS r PERCOTITION TESTS r SUBDIVISIONS
SV BSV RIIACE IN UESTT QA'T O N
INNSBRAffi MEADOWI}
TO'YN OF UATL
EAeL,E COANfr, COLORADO
FOR
GREG AMEDEN
288 INIDGE STREET
uArI+ coLonAno 81657
. ,176.7990
NEPORT NAMBER 91.192
L{AY 2't, 1994
,5 PHEIP€ DRIVE . CASITE ROCK, COLORADO 80t04 r (300)680.94Zg
PAGE O1
fo::';
.17o 6
0L/a4/L994 01:55 3o3646s2riso ARcHISTRUcTuRE or'E-ab (D PAGE S2
PACB I
PAGE I
PAGE I
PAGE 2
PAGE 2
PAGE 4
PAGE 5
PAGE 6
PAGE 6
FIGURE I
FIGT'RE 2
rIGI,IRE 3
FIGI]RE 4
TASLE I
TABLE 2
TABLE OF CONTENTS
AGIIEEMENT OF PT]RPOSE AND DISCLAIMER
(trNERAI
CONCLUSIONS AND FOIJNDATION RECOMMENDAT1ONS
SITE CO}IDITIONS
FIELD A].[D LABORATORY INVESTIGATION
DESIGN A}tD CONSTRUCTION DETAILS
SLAB ON GRADE CONSTRUCTION
ST]RFACB DRAINAGE
REINFORCINCI
CONSTRUCTTON DETAILS
LOCATION MAP
LOGS OF TEST HOLES
SWEII CONSOLTDATION TESTS
DECORATfVE GRAVEL OR BARK
SUMI{ARY OP LADORATORY TESTING
EQUTVAIJNT FLUID PRESSURE
ur)uorr""o 01:E6 rurrorrri,t ARCHISTRUCTUO O*I PAGE 03
ACR@}4ENT OE PURPIOSE ANp pTSCLAq,IER
Tho partics rpccifically agroo and contract that the purpore of this coil investigatlon
is to tcrl analyzo, ond rcport on the condition of the soils encountqred only as thesc tost
pcrtain to the auitable dcsign and comtruction of an appropriate foundation for the proposed
building and/or rosidences to detcrmine the load bearing capacitics of the goil.
THE PARTTES SPECMCA!.LY AGREE TTIAT COLOIIADO SOIL AND PERCOLATION
TESTS. INC. HAS NOT EFEN RETAINEP NOR WILL TI{EY RENDER AN OPIMON
CONCF.BNtr{G AT-I\I EINM,O}III/GNTAL JSSI'E:S. HA.ZARDO('S WASTE OR ALfY OTHER
K}TOIilTN OR PDIKIVOW.N COIVDrnONS THAT MAY BE.P-RESEVT ON TINS-STTE. FULI
Er\n4BOI\[vEr{TAL TESTS ANqr-AI{ALYSIS CA}r B! COII'O'LET.ED FOR AN AqDITIONAL
FFE Al.f D_EXECUTTON-O.PJ SEPARATE C9 }t[RA CT,
GS{ffiALl
This report presenls thd rcsults of data obtsined during the subsoil investigation of
INNSBRUCK MBADOWS, TOWN OF VAIL, EAOLB COUNTV, COLORADO.
CQNCT,USTON AND FOIIIIDAITO.NjECOMME{pATION.g
A Beti$aatory typc of foundation system, for all fourteen (14) units, will bc
continuous congrote footings bcaring on the undisturbcd natural brown clay with somc sands,
sil! gravcl and/or rockc, bctow tlro four foot (4') to five foot (5') dcpth, These footings shall
bo dcslgnad for a msrdmum soil bearing pressure of 800 pounds per squarc foot dead load
plus on-half live load, for all dcptht of the excavatcd arca" All loose and digturbed soil shall
bo removed before placing of tirc concrcts for ths footings. Thc bottom of the footings shall
bc a minimum of forty Inches (40") or per local building codo. bolow finul grado for frost
1
sL/64/L994 A1:55 PAGE A4
protection. Ono oan cxpact somc scttlement with this type of soil conditioq but with this
type of lightly loaded foundation systcm, it should bc withln allowable limitg. Refcr to Table
2 for equivalcnt fluid pressurc critcria
SITE COMITIONS:
At thc prercnt timo this site is vacant of any sttucturcs. It is our understanding that
fourteen (14) trro stoty units with garages and no baseruanB arc planned for construction on
this sitc.
FIH,r) ANp r,I\BOR.ATORY TNIESTIGATIONI
Pour (4) exptoratory tcst pits wcro elrcavatcd at difrerent locntions within the projcct
known as Innsbruck' Mcadows on Mry 17,1994.
AU soil somplca werc carefully inspected and clsssified in the field arid laboratory.
The samplcs wero subjected to visuu! inrpection and laboratory testing in ordcr to cvaluate
the physical ond mcchanicat properties of lhe materials cncounlcrcd. The naturat moistr.rre
contert and the nstunl dry dcnlig was obtained from relatively undisturbcd drivo scmplcs
of typicat materiats cncountcrcd. Swell4onsolidation tegts wero performed on typioal samples
of soil, seo Flgure 3, Ttcse tcsts indicate tho behavior of the soil upon various loading and
wettcd conditiont.
303546s2s6ql ARcHrsrRtJcTl-lRE o*{
at/A4/1994 01:55 39364692 PA6E 05
The following guido is used to determinc
cxpansion and ir rcferenccd in Figure 3 ofthis rcport.
the degrcc of severity of soil
SWELL POTENTIAL
AT I,OOO LBS.
CLASSTFICATION
0bn%Nol.oxp. / Vcry Low
tAlo l%Vc Low
lfi b 3h7t Modcrate
SYtlo 6t/e ttish
6lo tUa Vcry High
Orcatc thnn 8%Critical
Tort pit number ona consists of a black silty top soil to th6 three foot (3) dcpth, and
a brown snndy ctay, with somo gravel, fotrnd from ths three foot (3) depth to the four foot
(4r) depth, and a brown olay with rocks to the ten inch (I0") diuueter, found from the four
foot (4') depth to thc cight fool (8r) depth.
Tcst pit numbcr two
"onrirr, of a black top soit to the two foot (2') depth, and a brown
clay with somc gravel, found from the two foot (2') depth to thc four foot (4,) dcpth, and a
very moi* brown clay, with somc rocks to the sixteen inch (16") diametcr, fourrd li.om the
four foot (4') dcpth to the six foot (6,) depth.
Tost pit number lhroo consists of a btack rilty top soil to ths two foot (2') dcptb and
a brown clrycy topsoil found from the two fo6t (2') dcpth to rhe four foot (4') dcpth, and a
olayey sand with rockr to tho six inch (6') diameter found from the four foot (aj dcpth to
the cight foot (8) dcprh.
ARc*rsrRUcruRE o* O
UrtUorrr"o 61:56 30S6OSS2r I ARCFTISTRUCTURE O}'c. O PAGE O6
Tost pit numbet four consists of a black silty top soil to tho tluee foot (i,) dopth, and
a clayey sand with some gravel found from the three foot (3,) depth ro the fivc foot (5')
depth, and a dark brown silty clayey sand with rocks to.tho six inch (6i) diamcter found from
'the five foot (5) depth to the ten foot (10') depth.
Thc natural soils below tho three foot (3') depth arc suitable for the support of interior
and cxterior conqete slabs. However, whon these consotidating soits havc an increase in
the moisture content they may consolidate in volumo and shrink thus lowcring and cracking
the concrtto stabs. The builder and firture ownerlr should be awsre of and understand rhat
thcre is a dclinite riglc of firturc damage with any slab on grade construction.
If the builder and future owners arc willirrg to accept the definite risk of some
damage duc to concrete floor stab movement, thc following recommended dctails should be
carefutly foltowcd during construction of the interior floor slabs. Bxperiencc with similar soit
conditiodt has shown that theso delails will help prsyent wetting of rhe soils under the stabs
utd will minimizo damago when wctting of the soil docs occur.
L Do not placc s gravel laycr bcnesth the concretc slab. The stab should be ptaced
direc-tly on the undisturbed natural soils, or wcll compactcd fill soil.
Separatc thc slab from all load bearing members and utility lines of at lea:t on inch
(l i) to allout for indcpcndcnt movcment of tho stab. providc a positive conbol or slip
joint at tbe construction joint between the slab and foundatioo walls,
Provido frequcnt scoring. ofthe slEbs to providc controljoints for possible cracking of
iho sl8b. Contr.ot joints rhould bc placcd to provide approximato slab arew of 200
squarc fcct.
3,
o!/s4/1994 01:56 303546929 ARCHISTRI,TTIFE O.T,PAGE A7
Tho soils that will $pport tho concrets slabe should be kept moist during conrtnrction
by oaoaslonol sprinkling of uter and cspeclalty I dsy or ro prior to pouring.of the
slab. Thic proccdurc will help nraintain tho moisture contcnt of the undcrlying soil.
In tho cverrt tho builder.or futuro owner dosires to provide decorative gravet or bark
around tho housc, we havc attachod Figurc 4 to itlustrate one acccptable method of
installation. The method will prevent ponding of water ncar the foundation and
providc for proper drainagc away from the house.
sURrAcE DRAINAGES
Tho backfill solt around tho house should bs moistcned and wetl compacted to Prevent
future settling. Mlnlmal and controllcd puddling of tho bacldill soils is oonsidcred acceptable
by thir o$ico. Ths buildcr is rcminded that sone rwarraoty companies" prohibit rwatqr
puddling' of tho baoldill soil. The bacHill material ehould bo froe of tra.sh, frozen soil and
largc roclcr. Limitcd and conholled puddling may be used on pier foundations and spread
footings if donc prior to pouring interior slabe; howwer, do not puddlc bacldill matcriat on
pad foundations.
Thc futurc owner should be adviscd to fitl in any scttlcd area to eliminate ponding of water
near the house arrd to provldc adequata slope for propcr drainago awoy Aom tho housc and
t',
.off thc site at all times.
Thc finished gradc or ground surfacc nesr tio foundation walts should hav6.adcquatc
slope to provide propcr drainago awry from the houso and offof thc site. A minimum rlopc
of ten perocnt (10%) for qt lcott thc first fivc fect (5') out ftom the houco is recornmended.
Roof dowuepouls and rill cockr should dischargc orrto long conorrtc splashblocks,
minimum of fiw fcot (5) long; or iuto metat guttcr G,ctcnsions to dcposit runoffwatcr furthcr
4.
{
Al/o4/1994 01:56 30364692I O ARfirsrRUcruRE tlf o PAGE 88
out from tho house ond beyond thc limits of bacldill soil near the foundation walls.
The future owrerE should bo csutioncd and udvised against the installatiOn of a lawn
sprinkter systcm within five fe€t (5') of tho foundation watls. If a sprinklor system is
installed, the sprinkler heads should be placed so that watcr spray from the hcads under full
pressuro doos not fatl within live fcet (5') of thc foundation walls. Lawn irrigotion should
be controlled to prevent excess wetting of the subsurface soils. Lawn, flowers, shrubs, and
other plurtings u,ithin five feet (5') of thc founrlation rvalls shoutd be hond watered and this
wetering should bq minimized. If a drip iirigation system is used, one should limit thc
amount of water to sugtain the plantings. Onc is also advised that a.ny irrigation lines can
leak and/or brcak and release €xcessivo amounts of water near foundations strd cru,l ctllec
damoge to slabg gnd fouoddion walls'
BEINFORGNGI
The concrcte foundation wolts should be well reinforced at the top and bottom of thc
tvolls to clcar spsn at teast a distance of ten fcct (10'). This will givc thc walls, bcam
strenglh, to 8pm or bridge ovor any sofl or loose pockcts ofsoil not found in our cxploralory
hotes or that may devctop during construction. This will also help prevent diffsrcntial
movem€nt! of thc foundstion rystem.
cONSTRUCfrgN. DETAILST
In any rcil invcctigotion it is nccessary to asrume that ths subsurfacc soil conditions
do not vary gfoatty from thc cdnditions encountered in our field and laboratory testing' Our
cxperienco has bccn that at timcs soil conditions do ohonge and variationg do occur and may
become apparcnt to thc tiuro of exaavation for thc foundation !ryltam. If soil conditions are
gllu4t:gs4 01:66 ,Uracrra, O ARCIIISIR,.TTT.RE * I PA6€ 09
cacorurtcrcd whioh eppcrr diffcrent ftom th1 tcrt borings ar proscntcd in this rcport, it is
rccomrtrcndcd 6* thlr offisc or a qudifiod roilr engincer bo cbllcd to irupcct thc opctt
orcavation. Thlr inrpcdion k not a part of thlr rcport and ir not inoludcd t5 my port
thorcof.
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Stlty Claycy Sand $ttb Rocks to 6" Dts,reter
Depth at which mil sanplEl trerc
tsl<ctr
Job Number: s44s?
6L164/1994 e1:56 303546925 ARCHISTRTJCTLRS OI'E C
LoAD (Prf)
PAGE 15
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PAGE 15
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Figure 3
' ol/a4/1994 01:55 303545921 O ARCHISTRUCTURE Ob[ O
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PAGE 17
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urtio,r""o 01:sE 393646929 O
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PAGE 18
l0,o0o 100,000
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gL/04/L994 01:55 363546921 ARCHISTRUCTURE OI']L PAGE 19
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FlBUrc 4
Tab le I
6L/94/1994 011 56
PAGE 2g
363646921 ARCHISTRUCTURE ON
RANKINE FORMULA
Typical Values of Unit Weight & Equivalent Fluid Pressure
SOIL
CI.ASSINCATION
FRICTTON
ANCLE
IN
DECREE.S
DENSNY OR
coNsEiTg{cY
UNIT
WEIGITT
OF SOIL
ACTTVN CASE
EQUTVALET{T
FLUID
PRESST.'RE
Coarrc Sud or Sand
rod Grrvcl
45
38
12
Compaot
Fitftr
Loorc
t40
120
90
24
29
2E
Medium Saad 10
t4
30
Compoct
Firu
Looro
ll0
il0
9Q
2E
It
30
Ftno Sond l4
30
28
Compact
Firo
Loosc
130
too
B5
l7It,l
Fhc, Silty. Sand,
And Saudy Silt
J2
,0
2E
Compaot
Firm
Loo*
130
r00
85
40
l3
ll
Fire. Unlforrn Silt 30
18
26
Comprct
Firm
Loorc
t35
il0
85
45
38
33
Clay - Silt 20 Mcdium
Soft
120
90
59
41
Silty Cloy t5 Modium
Soft
r20
90
7l
5J
Chy l0 Medlusr
Soft
r?0
90
E'
63
Clcy 0 Mcdium
Son.
120
90
l20
90
Thir trblc rslumc3 tbrt the oE
thls bomc. [t ir unknown
thet drc buildcrwllt
ritc roll will b€ uled in the backlill operation of
lo this olfice tte degme of soll compaction
pnvlde during the backfill operadon.
Teb I r r
Vait, Colorado
Denver, colorado
Monroe & Newell
Engineers, Inc.
October 24,1995
Mr. Bob Bome
PO Box 4205
Vail, CO 81658
Re: The Innsbruck Residences, Unit 6, Vail, Colorado (M&N #2915.6)
Gentlemen:
The contractor's alternate to 2xl2 roofjoists shall be 12" TJllzs DF roofjoists at equal
spacing.
If you have any questions or comnents, please call.
Very truly yours,
MONROE & NEWELL ENGINEERS. INC.
Keith Oxe
Enginedr
tr9i-$##9,$t
0048 E. Beaver Creek Illvd. r Suite 301 o P. O. Box 1597 t Lvon, Colorado 8t62O + (3O3> 949-7768 o FAX (3O3) 949-4054
J|L-13-19EF @.L6 P.A1
\ltil q*.ratr,
Ilcnrtr. O,tnb
Monroe & Nemrcll
tluincrrq lr-
July 13, 1995
Vxil Qsm'mmity Development
TovvnofVail
75 S FmntageRoad
Vail, CO t1657
Ath:Mr. Chnc&Feldmann
Rc: Iuubruck Meadows Toqmboncs No. 6 (ttfi&N fZgL5.6)
Chntlcnco:
The soils and fouudatiou investigntionrcport rcftrcnccd inlhc constuction dogrmcuts for
Irvrstmrck Meadows Towttlnmo #6 shall bc no. 951E by LKP F-ngtneertng, Inc. dated
5n6ts5 in licu ofNo. 9519 by LKP Enginccring Inc. datcd 6f26D5
If yor have any qpestbus or commmts, please call.
Verytuly yours,
MONROE & NEWELL ENGINEERS.INC.
9iL
Chis Spach
Bngiffi
00.18 E. Bcrvcf Creek Elvd- . su e tol o P- O. 6(.|1 1597 o lrvrld, Coloredo 8162O o (t03) 949 7768 o FrlX (3Oi) 9,19.,005'l
TIlTfl- P.81
Tornof tff
OFFICECOPY
SOLS AND FOI]NDATION II{VESTIGATION
FOR
PROPOSED RESIDENCE
LOT 6, INNSBRUCK MEADOWS
TOWNOFVAIL
EAGLE COI]NTY. COLORADO
PROJICTNO. 9518
JUNE 26, 1995
PREPARED F'OR:
MR.BOBBOT]RNE
P.O. BOX 420s
vArL. co 81658
P.O. Box 14J2, Avon, Colotado 81620 .(970) 827-9088TeI ' (970) 827-9089F4
TABLEOFCONTDNTS
H(ECUTI\IE STJMN{ARY
SCOPE OF STTJDY
SITEDESCRIPTION
PROPOSED CONSTRUCTION
F1ELD INVESTTGATION
SI]BSIJRFACE SOIL AI.ID GROIJNDWATER CONDITIONS
FOI'I{DATION RECOMMENDAIIONS
SL{B CONSTRUCTION
RETAININGWAIIS
UNDER.DRAINSYSTEM
SITE GRADING AND DRAINAGE
LAWNIRRIGATION
LIMTAfiON
FIGI'RDS
LOCATIONSKETCH
SUBSTJRFACE E)(PLORAfi ON LOCS
GRAIN SIZE DISTRIBUTION ANALYS$
DRAWINGNO.I
FIGTJRENO'S I-2
FIGI,'RENO.3
I
EXECUTIVE SIJMMARY
The proposed residence should be supported
on the undisturbed clayey-gravelly SAND,
exposed at the bottom ofthe foundation
excavation, with conventional type spread
footings, designed for an allowable soil bearing
pressure of2, 000 psfl
SCOPE OF'STIJDY
This report presents the results ofa subsurface Soils and Foundation Investigation for the
proposed residence to be constructed on Lot 6, Innsbruck Meadows, Town of Vail, Eagle County,
Colorado. The purpose of the subsurface soil and foundation investigation was to determine the
engineering characteristics ofthe foundation soil and to provide recommendations from a
geotechnical point ofview for the foundation design, grading, and drainage.
SITEDESCRIPTION
The proposed building site is located on the south side of Kinnikinick Road, approximately
200 feet east from the intersection with Bellflower Drive in West Vail, Eagle County, Colorado. The
topography of the site is relatively flat to moderate, sloping to the north. There is a small stream
crossing through the southeast corner of the lot. At the time of our site visit the foundation excavation
was partially excavated. The southeast comer of the excavation had cut through the small steam and
the water from the stream was entering into the excavation. The soil at this corner was very wet and
there was water visible on the surface; however, most of the water appeared to be penetrating through
the ground. The vegetation consisted oftall grass on the flatter slope surrounding the foundation
,
excavation, while on the steeper slope to the south there were trees. There were no structures on the
lot.
PROPOSED CONSTRUCTION
It is understood that the proposed residences will consist of a two to three story wood frame
construction with garages underneath. 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.
F'IELD II\WESTIGATION
The field investigation conducted on June 21,1995, consisted of observing, logging and
sampling several locations within the foundation excavation. The sampling locations are shown on
Figure No. l. The foundation excavation was done prior to the field investigation. The soil profiles
exposed in the walls ofthe foundation excavation are shown on the Subsurface Exploration Logs,
Figure No's I and2. Soil samples for laboratory soil analysis and observation were taken at selected
intervals at the base of the excavation.
SUBSURFACE SOIL AND GROI]NDWATER CONDMON
As shown on the Subsurface Exploration Logs, Figure No's I and 2, the subsurface soil
conditions consisted of about 3 to 3.5 feet of Topsoil, over clayey-gravelly SAND with occasional
cobbles. There was no ground water encountered in the foundation excavation. Surface water was
entering the excavation at the southeast corner. The source of the water was a small stream
intemrpted by the excavation. The walls in the excavation were in stable condition.
The soil samples taken from the bottom of the foundation excavation were tested for
swelVconsolidatioq unit weight and natural moisture content. The test results are shown on Figure
No.3.
FOUNDATION RECOMMENDATIONS
The subsurface soil conditions encountered onthe sitq consisted about 3 to 3.5 feet of
Topsoil, over clayey-gravelly Sand with cobbles. After the surface water has been rerouted from
entering the foundation excavation, it is recommended to proof compact the bottom of the
excavation to detect and remove soft spots.
The proposed residence should be supported with conventional type spread footings,
designed for a maximum allowable soil bearing pressure of 2,000 psf. The footings should be placed
on the undisturbed clayey-gravelly Sand. Minimum width of 16 inches is recommended for the
continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be
well reinforced, top and bottom, to span anunsupported length ofat least l0 feet.
A minimum of 48 inches of backfill cover is recommended for frost protection of the footing
subsoils. The foundation excavation was observed by the undersigned during the field soil
investigation and the soil conditions were found to be relatively uniform.
The foundation excavation should be free from excavation spoils, frost, organics and
standing water. Soft spots encountered in the foundation excavation should be overexcavated and
backfilled, in 8 inches loose, level lifts and compacted to 100% of the maximum dry density and
within 2 percent of the optimum moisture content as determined in a laboratory from a Standard
Proctor test (ASTM D-698). Structural fill placed under footings should be tested by the engineer or
. her representatives on regular basis.
SLAB CONSTRUCTION
The natural on-site soils, exclusive oftopsoil, organics, and fill, are suitable to support
lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be
proofcompacted to detect and remove soft spots. Soft spots that have to be overexcavated and
bacldlled with structural material, and other underslab fill should be constructed with the on-site soil
. or other suitable material, compacted to a minimum of 95 percent of the ma:rimum standard Proctor
4
density (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments
greaterthan 3 inches.
The concrete slab should be constructed over a 4-inch layer ofclean gravel consisting of-3/4
inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200
sieve.
The concrete slab-on-grade should be reinforced and controljoints scored in accordance with
the American Concrete Institute requirements and per the recommendations of the designer to
reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls
and columns with expansion joints to allow for independent movement without causing damage.
RETAININGWALLS
Foundation walls retaining earth and retaining structures which are laterally supported should
be designed to resist an equivalent fluid density of60 pcffor an "at-rest" condition. Laterally
unrestrained structures retaining the on-site earth should be designed to resist an equivalent fluid
density of40 pcf for the "active" case.
The above design recommendations assume drained bacldll conditions and a horizontal
bacldll surface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipment, inclined bacldll 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.
UNDERDRAIN SYSTEM
In order to reduce the risk of surface water infiltrating the foundation subsoil, installation of a
foundation perimeter drain is recommended. The foundation perimeter drain should consist of a 4-
inch diameter perforated pipe sloped to a suitable gravity outlet, or to a sump pump location, at a
ll4 inch per foot if flexible or at a l/8 of an inch if rigid pipe is used. The bottom of the trench
adjacent to the footing should be lined with a polyethylene moisture barrier glued to the foundation
wall. The drain pipe should be placed over the moisture barrier and covered with a minimum of 6
inches of -3l4 inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be
used to cover the free-draining gravel to prevent siltation and clogging ofthe drain. The backfill
above the drain should be granular material to within 2 feet ofthe ground surface to prevent a
buildup of hydrostatic pressure. The top one foot of the bacldll material should consist of a
relatively impervious fill. The backfill should be sloping away from the building.
SITE GRADING AND DRAINAGE
A grading plan was not available for review at this time, however as stated previously the
excavation cuts were in stable condition at the time of the field soil investigation with the exception
of the southeast comer of the excavation where surface water from the stream, intemrpted by the
excavation, was entering the excavation and softening the soil.
The stream should be rerouted away from the foundation excavation and from the proposed
residence. It is also recommended as part of the grading for this site, to regrade and underline, with
an impervious moisture barrier, that portion of the channel located on the up hill side of the
proposed residence.
Exterior backfill should be compacted at or near the optimum moisture content to at least
95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at
least 90% of the maximum standard Proctor densrty under landscaped areas. Mechanical methods of
compaction should be used. Do not puddle the foundation excavation.
The site surrounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first l0 feet is recommended in unpaved areas, and three
inches in the fust l0 feet in paved areas. The top of the granular foundation bacldll should be
covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface
6
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 ofthe
bacldll.
LAWNIRRIGATION
It is not recommended to introduce excess water to the foundation soils by installing
sprinkler systems adjacent to the building. The installation ofthe sprinkler heads should insure that
the spray from the heads will not fall within 5 feet of foundation walls, porches or patio slabs. Lawn
irrigation must be controlled.
LINIITATION
This report has been prepared in accordance with locally accepted professional Geotechnical
engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
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 appear to
be different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
This report has been prepare.d for the orclusive use ofMr. Bob Bourne for the specific
application to the proposed residence structure to be located on Lot 6, Innsbruck Meadows, Town
of Vail, Eagle County, Colorado.
Sincerely,
LKPENGINEERING INC.
LuizaPetrovska, PE
President
K/NN/K/N/CK
Lot 3
Lot 5
ROAD
FOUNDATION
EXCAVATION
cluL/CEOTTCH!nCAL
Engineering, Inc.
P.O. Box 1452 Avon, CO 81620
icl (970) E27-9OEE tox (970) E27-9O69
LOT 6, INNSBRUCK UEADOJIS
IOM,I OF VAIL
EAGLE CdJNU CA.ORADO
PREPAREO FOR:
MR. BOB BOURNE
6-26-95
O sorLPRoFrLE .1, corner or
the foundatlon excavation
DATE OBSERVED: June 21, 1995
DEPTTI
FEET
s
Y
M
B
o
L
DESCRIPTION OF I'IATERIAL
AND SAMPLELOCATION
L.ABORATORY
TESTRESTJLTS
REIvfARKS
-5
--- l0
-15
-20
f Topsol I
Brown, clayey-gravel ly SAN0
Bottom Excavation No Groundwater
Encountered
LKP ENGIIYEERING,INC.SI'BSI]RFACE EXPLORATION LOG
PRoJECT NO. 9 5 18
RCIJRE NO. I
o
DATE oBSERVED: June 21' 1995
SOTLPROFILE tl' cornen or
the foundation ercavatlon
DEPTII
FEET
s
Y
M
B
o
L
DESCRIPTION OF I,IATERIAL
AND SAMPLELOCATION
LABORATORY
TESTRESTJLTS
REMARKS
-5
-- t0
-_ 15
-20
I
Ii
Topsoi I
Brown, grrvel ly-cl ayey
SAND
Bottom of Excavation o Groundwater
Encountered
LKP ENGII\TEERING, INC.
PROJECT NO. 9 5 l8
DU|1DUI(IrALI!, &Afl rr(A rIUl\ Lt.|lt FIGURENO. 2
LKP Engineering, n"O ProjectNo. 9 518
Figure No. 3
,
r
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EI,il
c
.9
oEzE
oo
c?
.9iac
C'
C\.!1 |
co
o
o
Eoo
So
I
So
I
2
't L_-
o.l t.o
APPLIEO PRESSURE - ksf
lo toc
Somplc of cl ayey-gravel ly. SANDNoturol Dry Unil Weight : 112 .5
Noiurol Moi6lurc Conlenl : l6 . 3
from S -
pcf
perc!nl
1, at botton of fnd.exc av aI I on
0.1 1.O
APPLIED PRESSURE . T3f
to ro0
Somplc of claVgllgravellv -fromS-2, at bottom of Excavatlon
Nclu.al Dry Unit W.ighl: 111 .5 pcf
Nolurol Moirlure Contrnl: 14 . 3 plrcrnl
Swell- Gonsolidotion Test Results
KINN/K,VN/CK ROAD (5O'Ro. w.)BAS/S OF EEUANON :
6 - ,52a:$
n - 25E 65M
L - 2-921'
A.4 TOP < N Rtr PUJE ETU 7E29.07
Af slr @&t& 6 Lof 7, &e( 4 vNL INIERWMATI
TIOTE AU &NgN6 NA ARE PffiMIDICIJW U RADUL
I hcr&), cstit thot ahit n/rrp.ottnaat locotioa cstl'frcol. aas pr.1d.<l
ld thc morTgoga l.nala- ohd ah. tiu. lnaurc,hcc cdnpon, ahol lt it nol a^
lqrd surE ptat d irp.or€hqra turvct plot and lhol it is not lo be .cl-
upoa lq lho .slabliCtmctlt of Lt cl butrditlgL d othq fuaurc nnlor€maa-
tir.s, I furthcr c.rtit thot thc impmeqnank on lhe oboE descrbcd Porcald, this dot., .tccat ullitt cot ttaclio.rs, at'c drtkq vithh ah. b&nalqLt
of thc aorc4 axco?t at shor4 lhot thq. o.G no a/r,oochmcnb uPoh tha
d.s€bcd p..tDtbo. bt, rnprcven.nls ot oh! odhirrto $.m!3a9 gc.pa os
t dlcola4 ond thot thara ls tro opporctr, awAaoca t stga of ony aasafirdrt
c.osst rg d'burd4rlng onl porl of said parcd. ctcaPt $ noted
fhb cntificatc doas not contliavlc o lill. scorch by lnte-uounloin
Fngt cclh9 lo d.lqTninc orncrdrii q aosGmd|k of rcctd. For on
bidmaa;oa r.gor.lhg .ascar.lrtt ,ights-of-roy.t tiu. ol r.cdd,
talq-younlo&1 rclicd upot tha Frst Ameadn.nl lo hc fmol Plal of
tna&ntck ucadous, o fubdirisiot h lorn ol vol, EogL Coeat!. Colo.odo-
TRACT A
20' PAESNA\ Unu'lv
ANO ORAINAE EAgU&'If
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UNU|Y EAffiIETlf
OP€N SPACE
LOTS'
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2^d tLO&t.L. L. Aypoo.teo /o/Zolis
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UAIL IN IERUdJNTUN
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aDl$ro gtna t,|. 6 Lof a
PROPOSEO LOT 6
INNSARUCK UEADO'YS
TO'IIV OF UAIL, EACLE COUNTY, COLORADO
ft\Cli|€i*rt?Z 'E ffir^'*47-e5
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ttii;rt".e 1s'*t lpat 7lre, *lltn q ptttr E
LsPl' C
If trEnsmittsl is not as please notiff sender
TOTAL P.61
0cT-23-1995 14.2?P.41,/AI
Moruoe & Newcll
POBox I
0048 Eost Beavr
Inc,
Btvd.
Avon,
970-949-7768
8t620
949-4054 Fax
FACSiMILE ,AL LETTER
Daro fu?fuJ{(including uansmirtal)I
Attention
Company
Tclcphone
Telcphone
From
Subject
Message
S*u ba
,176 -
'zG
3 Fa,\
Fax
fJ*tN tJ44oogs Lo Project #z1 t5. oc,
lz"
SP/
l*14^rAJ
1 On
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
/
l rra
PERMIT NUMBER OF PROJECT
O.
INSPECTION REQUES
TOWN OF VAIL
479-2138
WED THUR FFI
CALLER
BUILDING:
B FOOT]NGS / STEEL
CI FOUNDATION / STEEL
PLUMBING:
O UNDERGROUND
tr FRAMING
n ROOF & SHEER* PLYWOOD NAILING
EI FINAL
cl
tr
ELECTRICAL:
TEMP. POWER
MECHANICAL:
tr HEATING
O EXHAUST HOODS
El
I]
tr
E
ROUGH
CONDUIT tr SUPPLY AIR
E FINAL
o
tr FINAL
M orsnppnoveor REINSPECTION REOUIBI
T] ROUGH / D.W.V.
tr ROUGH/WATER
tr GAS PIPING
tr POOL/ H.TUBtr TNSULATION
tr SHEETROCK
tr APPROVED
CORFECTI S:
onrE l(- ot-75 INSPECTOR
t
f NsPEc-rtoa!
T*ESt
READY FOR INSPECTION:
LOCATTON:
F PROJE'T
JOB NAME
CALLER
BUILDING:
O FOOTINGS / STEEL
tr FOUNDATION / STEEL
n RooF & SHEER_ PLYWOOD NAIL,NG
PLUMBING:
tr UNDEFGROUND
tr FOUGH / D.W-V.
O ROUGH / WATER
tr FRAMING
INSULATION tr GAS PIPING
tr SHEETFOCK NAIL
tr POOL / H. TUB
tr
O FINAL
tr FTNALELEGTHTCAL:
O TEMP. POWER MECHANICAL:
O ROUGH tr HEATTNG
tr CONDUIT O EXHAUST HOODS
o tr SUPPLY AIR
tr FINAL
O FINAL
APPFTOVED tr DISAPPROVED
COFRECTTONS:REINSPECTION REOUII
oerc ,/n,/l =,/2s/ toB NAME
(r,t9 INSPECTION REQUESTni"&--."oo1o
TOWN OF VAIL
479-2138
,4/
e7'
2t
6ALLER ---a/,*tua-jMoN rues ( weo)rnun FRr'y'/,,,,,
" /)'>t
*l
trZg *'/o?Z
PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPEGTION:
-Jr.Fa
BU PLUMAING:
T] FOOTINGS / STEEL tr UNDERGROUND
tr FOUNDATION / STEEL ROUGH / D.W.V.
ROUGH / WATERtr FRAMING il
nn ROOF & SHEER" PLYWOOD NAILING GAS PIPING l5 psr
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
o
tr
tr FINAL FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
f Henrrruc
tr ROUGH tr EXHAUST HOODS
tr
tr
tr
CONDUIT tr SUPPLY AIR
FINAL E FINAL
ICIO DSI
tr APPROVED tr DISAPPROVED tr REINSPECTION REOUIRED
coRREcrloNs' l5 75t ON Gas i-lxlr
-/( Pst nN tJurSTF
3r c ,oBt t'r,'rs as fl+f { €",f .. PQotr
tD- | 8- 7 s
oo',- to/)ohf JoB NAME Tyrnqbrr,tcL + 6
. CALLER
.]!i.h':(!-*.
INSPECTION REQUEST
TOWN OF VAIL
479-2138
--@
PMfro'focrl
INSPECTION:WED THUR FRIFOR
Ot'F,ni
srrr!__-r\JrtL-.,
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
O UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL: ,
tr TEMP. POWER
MECHANICAL:
tr
tr
tr
u
ROUGH
C] HEATING
O EXHAUST HOODS
CONDUIT
FINAL tr FINAL
TryPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
t
-INSPECTION REQUEST
TOWN OF VAIL
t
PER
DATE
READY FOR INSPECTION:-
JOB NAME
CALLER
MON TUES FRI
479-2138*lt /{,;,
* l\tll ,_ t, / /-./.-'-- - / '-
AM {\. PM
IT NUMBER
,..,.i
LOCATION:lt, .^.
frto rHUR- -r--- /->'>tC/t/r.,'
',:&')BUILDING:PLUMBING:
tr UNDEBGROUND
tr FRAMING
tr ROUGH / D.W.v.
E ROUGH / WATER
n BOOF & $HEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
O POOL / H. TUB
NAIL o
tr D
oFINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
o o
tr FINAL tr FINAL
PROVED C] DISAPPROVED O REINSPECTION REOUIRED
CORRECTIONS:
DlrE -l//?//(,|f rNspEcroR ( ftL)t1' , ,,-,,
=
;INSPECTION REQUEST rlr
TOWN OF VAIL
479-2138
\.-?{+
'lu L r,vf - jc,CALLER
TUES WE THURREADY FOR
LOCATION:
INSPECTION:
I
PERM I T.NUMBER/ OF P_BOJ ECT/. /zt I ln /
sarc u' / Ll l{15 JoB NAME
BUILDING:
tr FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION D POOL / H. TUB
tr SHEETROCK NAIL
E FINAL
MECHANICAL:
TEMP. POWER O HEATING
ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
,a^oor, /'- ? z - /:- rNsPEcroR
:i'
-\I)
INSPECTION REQUEST
TOWN OF VAIL
479-2'138
/4'lfu8
READY FOR
LOCATION:
INSPECTION:
CALLER
MoN @ WED THUR FRI __@ PM
BUILDING:
/rroor,*o, / srEEL
PLUMBING:
FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V,
ROUGH / WATERFRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION tr
tr
POOL / H, TUB
SHEETROCK NAIL
FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
T] ROUGH tr EXHAUST HOODS
B CONDUIT tr SUPPLY AIR
tr o
B FINAL O FINAL
tl |f[er-noveo
CbRRECTIoNS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
t.t ,:: il ): .i '. . :. ...iI
INSPECTION REQUEST
TOWN OF VAIL
479-2138
'0/'
INSPECTION:
JOB NAME
MON
DATE
THURWED
PERMIT NUMBER
CALLER
READY FOR
LOCATION:
BUILDING:
FOOTINGS / STEEL O UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
FOUNDATION / STEEL
tr FRAMING
r_r ROOF & SHEEB" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
N FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL: I
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
I] FINAL tr FINAL
tr APPROVED
coRRIcTroNS:,$
ISAPPROVED REINSPECTION REOUIRED
,NSPECTOR
t'r. z-Tr- . -.'i
PERMI'
I
DATE I
READY INSPECTI
LOCATI
MFOR
ON:
"i,
I
INSPECTION REQUEST
TOWN OF VAIL
CALLER
TUES T--WED .THUR
479-2138
-au\rDrNG:
d pdorrr.t
PLUMBING:
FOOTINGS I STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
-u FOUNDATION / STEEL tq
tr FRAMING
tr
tr
tr
tr
ROOF & SHEEF
PI-YWOOD NAILING D GAS PIPING
INSULATION dhi-O POOL / H. TUB
SHEETROCK NAIL o
FINAL
o
tr FINAL
ELE
tr1
trF
trC
tr_
CTRIGAL:MECHANICAL:
TEMP. POWER O HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
Vfrcpaoveo tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
,*, Zr/t: i/ 7r rNSpEcroR
1"1 ! .''t, <)/-
. ,t.'/",--
-
,.../.it' ,' // ,,/ i t JoB NAME
PERMI
DATE
T NUMBER OF PBOJECT
INSPECTION:
/l'z,
"t' .:{ L.?,CALLER
TUES-
.),. r r^l
WED FRI -'Atla a,|tvl .PMREADY FOR
LOCATION:
MON
t..
THUR
BUILDING:
tr FOOTINGS / STEEL
F FOUNDATTON / STEE
PLUMBING:
tr FRAMING
D
tr
o
tr
tr
tr
tr
UNDEBGROUND
ROUGH / D.W.V,
ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H, TUB
NAIL
tr
tr FINAL FINAL
ELE
tr'l
trF
trc
tr_
CTRICAL:MECHANICAL:
TEMP. POWER I] HEATING
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
APPROVED tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
.r.-n
JI.$F26-19:E L7.@.P.BT
v.dt. (rrlrrqL,
Ikarer, Colr*lr
Monrrce & Newell
Enf[tHis, lrl:.
Juoe 26, 1995
It,|r. Bob Bomc
FOBox4205
Vail, CO 815s8
Re: The Imsbn$k Rcsidcoccs, Vdl, CO (Md{{ #29$-n
Cirutlenen:
Momoc & Newell Fhgiilefts, Inc. har rwiorcd thc Diauood SnapFonn EPS in$datcd
conocto fsrmiry systcm spccificetions that art being uscd tro form thc forudation walls
of The Innsbnrch Ratidtr€s. It is orrr opinion thd the ftrniry systcm docs uot dter the
dcsign of the foundations spccifiod in ou consftrctior doculltrts fo thc pmojcct-
Ifyoubsve any gucgtions or comrncnte, please c€ll.
Vcrytrulyyours,
MONROE & NSIVELL ENGINEERS, INC.
lr \lAr
Ilsnnec Sp6e[\ P.E- U
Pdncipal
O0{S E, Bc vcr Crcck Blvd. . Sqltc 301 i P. O. llor 1597 r Avon, Colorarto El62o. (}O.U 949-776E r tr X (5ol) ,4)-4ot1
TTlTfl- P.91
o
INSPECTION REQUEST
TOWN OF VAIL
479-2138
J
/'/
D^rE /ny'z/i'- JoB NAME
READY FOR
LOCATION:
INSPECTION:TUES THUR FRI
PERMIT NUMBER OF PROJECT
BUILDING:.
tr FOOTINGS
tr FOUNDATI
tr FRAMING
PLUMBING:
/ STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
ON / STEEL
,- ROOF & SHEER" PLYWQoD NAILING -tr GAS PIPING
E] INSULATION tr POOL/ H. TUB
tr NAIL 'tr
D
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr_
tr FINAL
'4penovep /: tr O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIQIIIS:
oo',, ,U '/t ' ?f rNsPEcroR
d-,
BUILDING:,$,
tr FOOTINGS / STEEL ,1
PLUMBING:
FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATERFRAMING
BOOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
r] FINAL
ELECTRIGAL:
tr TEMP. POWER tr HEATING
o firuourr
tr FINAL
tr APPROVED
CORRECTIONS:
)d orsnppnoveo tr REINSPECTION REQUIRED/
3ir.j .sfd.,r'. I I
aJfr #-Ji*?'$b'rH* P#-o $, RELQ u E s r
penr"rn Nurrlaen or eROJEgr \ ' '- ' -' 'J 479-2138
,*, lo f rn fQ{ JoB NAME --%a^./*rk g/'
\- .- .ALLER b*1' Wr-*- fr-- ;i- e3
RERov FoR INSPE. 'o*, @, ,r? /,ry=o . ,1y, FRr e;
LOCATION:
,orc la/zsfqS rNsPEcroR
I
IL
RM
I
I
PUBLIC WAY PE IT
INNSBROOK HEADOT{S
TOWN OF VA PERMTT No. ir Ul i09
Contractor's copy to be kepl on lobsite.
'l-
2.
3.
.o. Box 41. VAIL. co 816
(E(cavatng Conkaclo/s Name,
Work is for
(circle one)
Permit Fee f 75'00
ROBERT BOR!{E, P.O. BOX 4205, VArt, CO 81658
{Job Nam€ or Localion ot Work)
Bill to:
Paid:DEBBIE R.OEI.6}TD 2879Receipt #:
(Public works)(Public Wofts)
INSPECTION REMARKS:
SKETCH PLAN OF WORK ATTACHED
White - Public Wo*s Yellorv - Finance Pink - Comm. D6v. Gold - Contractor
I
I-,.,--3
IATION
TOWN OF VAIL
PUBLIC WAY PERMIT
1.
3.
Job Name
Excavating Contraclor^ame
- r?-
Legal Description
Va1,l; ryD* g ltsy rovcontracror'sLicense
Completion Date (Permit Expiration Date)
7.
tr.!S-
5. .rrench-wid ,n trt /A unstn Nfr ororn N /t4(min.4')
Bond Amount $ n 'OO Permit Fee $Total Permit Fee $ 7 5. S. r
6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVIQES MUST BE ON THE JOBSITE BEFORE THE
4. wgrkisforlcircreonel@@ oa" @tB Tetephone cAw Landscaping Temp.siteAccess
Other
JOB lS STARTED. : .r,
Rubber out-riggers are required on'excavating equipment wffiworking6n aqphalt.
Asphalt surfaces undemeath the bucket shall be protecteddill timeff lr'/ / ' '{: .,f- *-t--------ed
A signalure below indicates a review of the area ana utyrty{rE{l6ns ind approvats. Once all utility empany
signatures are obtained, permittee has option of routiri! application through the Public Works office to obtain the
necessary Town ol Vail signatures. Please allow one week to process.
,'Upper Eagle Valley Consolidated Sanitation District (476-7480) _---..-
fllv (51 Public Service Company (1 -8oO-922-1 987)
?vf'lPublic Service Natural Gas Group (1-800-922-1987)
Rl -n Holy Cross El6ctric ComoanY (94
':'o uru.s. west (1-8oo-922-1
til"$,,q-tct Cablevision of thefockies (1
lrrigation
12. lcertity hat I have reaglall ch
-MY
a g r9gmerrts,"Elfo neo
,'al
'-:::L-_r-2.44-4
Signature ot Agreement of Signature,*c, \ .
ATTACH PLAN OF WORK, INCLUdIT.IG CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings,'and location of cuts. USE DASH LINES FOR CUT.
white - Public Wbrks Yellow - Finance Pink - Community Development Gold - ConGctot
ltli
.. ,r'ttt
qe
to commencing backfill operations.
lfich are not ready may
Vail Municipal Code and all utility
have been notified as required.
.* ...,
1...
,:!!;,1
FINAIJ
The items
reseive a
CHECK IIST
iIOB NNIIE:
FOR BUII,DING PERMIT
listed below must be completed
Final .Certificate of occupancy.
before a permi.
TMPROVEME}ilT SURVEY (ILC) :
FINAI, ELECTRICAL:
FINAI, PI,UMBING:
FINAI, MECHANTCAI, I
TEMPORARY CO:
CERTIFICATE OF OCCUPANCY (CO):
FINAI, I.,ANDSCAPING:
PAVING/PUBLIC WORKS:
t shal
"r/B
E
t_l
n
tl
E
n
L]
I
*******
MISC. NOTES:
PREPTRED l2le2l9s, 15!16:51
PNOGRAII TR415U
!E?' A
DBPOSIT REPI'M REFORT.I'PDATB PIGE 1
cI[tT-rD cuslo[lR f,tl|8
CII'RGE DEPOSII DBFOAII.AIT' ID'USTIXEIT IITER-RBFIIND?X-DAE Ii'-DATE .I,@INTT ll|oTIIT IIIq T .IIDT'IIT
ai!5 895-0139 8IotfgflOt DEVETOPEUI!|! D2
DEP08 rrqr-C16.!up LllLlgA r2122/9e 500.00 5OO.Oo 500.00- .00
ldlll FoR clttnom TIPB! D2
o/! EtlCXI CREAI@: BAtCS-O29'2 1918./12 nglBID-at?OpBCf, lp HErrD @Ittt-1.00 llrdltT- soo-00
500.00 500.00 500.oo- ,o0
@tI|D Toafir! 500.00 500.00 500.oo- .o0
DEPOSIT OOItrlT! 1
REtrT 131
Acti.vity: F95*O"139 1. '{r-r
Address : INNSBRUCK MEADO'itt,
Far-ceI : EIOJ-143-e'O-OO6
Lt /ta6/93 08: O6 REAUA{;-ti ,xr#
..
- -- *..1.r ... c ;i.ri_:
'{t-r
i,itt,
Descliption: CONSTRUCTION OF SFR
Appl icant : AM BROS. DEVELOFMENT Iri.:
Owner": AM BROS DEVELOFMENT INC
Eontractor': SNOWSHOE DEVEL-OF'MENT
oF vAIL, CBLORADU F.A6E
AREA: CDTION WORR SHEETS FOR:11/ 6/93
i l== = = ============= ====== ========== ====e======.r B-BUILD Status: I$SUED Constr.: NSFR
*-r, -i
i" tt ' '11. :,ir..rl ,r.;'i..
llion*
$;,.,.-t it*f,3 Use: V N
' *tS{,j'i,:t r,r,:.y
Inspect i on Request Infor'mat i on. . . . .
Reouestor': STUART BORNE
Req*f*;i^mr.:-{8*al€i Com m ent s : SECOND
Fhone r 479-87S1
FLOOR
Act i on Comment s Time ExpItens
W
reqr-rest ed to be Inspected.
BLDG-Sheetrock Nail
Inspection Hist,ory..,..
Item: OtZtfi l tZt F,t^I-ftr i. ve by InsFection
Item : OOElti4 BLDG-Foot ings/SteeI
A7 / lll95 Inspeetor": CF
A7/LA/9A Inspector': CF
Item:
Item:
Iten:
Item:
Item:
Item:
raOAtO BLDG-For.rndat i onlStee I
&7/1919E Inspector: CF
oraSE:o FLRN-ILC Site Flan
tzrtarzt.f0 Sl-DG-Fr.am i ng
Aet i on : DN need r^ev i secl platns
Au-t ion: AFFR RFFROVED
fict i on r ftFtrR AF'PROVED
OAO4tZr BLDG*Roof & Sheer F l ywood Nai l
fitatzr50 BLDG-InEulat i on
taraaAa BLD6-Sheetr.ock Nai I
LI/A3/53 Inspeetor': CD Action: PA BROUND FLOOR ONLY
Notes: ADD SCREhJS T0 t^iAl.L.' AT ENTRY RND BEDROOM
CALL FER REINSPECTION
Item : 0ioOBO BLDG*Courtesy
Item : AOlaTtZl FLDG-Misc,
1l/AL/95 Inspeetot': CD Action: DN LATHE
Notes: TENTING REGI' D BEFORE INSFECTION l',lILL BE DONE
tI/A3/93 Inspector: CD Action: RFtrR LATHE INSF'ECTION
Itern : OO09O BLDG-Final
Itenr: OO53SI BLDG-Temp. C,/A
Itern: OA54E BLD6-Final C/O
,, :--ll
REpT131 TUHN OF VRILT,CULURADO
Ll/O3/93 O6:59 REEUESTS FOR INgpEtrTION WORK SHEETS FOR:11/ d/25
trAEE T4
AREAI DS
Aetivityr B9$-O139 * L1/ 3/93 Type; B-FUILD Statusl ISSUED ConEtr"l NSFR
AddreEs: INNSBRUtrK MEADCIWS UNIT #6
Parcel : E1O3-143-A0-1406
Deect'iptionr CONSTRUCTION OF SFR
Applicant: Alvl BRos DEVELUFMENT INC
Ownerr FIM BROS DEVELOF,HENT INC
Eontr.actor" : SNOWSHOE DEVELOFMENT
Inspeet i on Reqtrest Infot"mation.....
Requestor': STUflRT BOURNE
':::. Req Time: lZtS:08 CommentE: LATH INSFECTItrNbe Inspected... Act i on Conments Time Exp
Oec: O0lO7 Use: U N
Fhone:
Fhone:
trhone: 3O34765163
Fhoner 479-8781
Inspection Histor"y.....
Item: OO51D FN-Drive by Inspeetion
Item : OIDOlO BLD6-Foot inqs/Steel
@7/LL/Sn Inspector": CF Rction: DNg7/ Le/93 Inspector': EF f,ct ion: AtrtrR
Item:
Item:
Item r
Item:
Iten r
Iten:' Itenr
ltem:
. - ':
Item:
Item:
Iten:
need rev i sed plans
AF.PRT]VED
APF'ROVED
AAO*A BLDG-Foundat i on /5t ee I
fr7 / 19 /93 Inspector.: EF ftct i on : AF,F'R
$t?ge0 FLRN-ILtr Site Frlanqq630 BLDG-Framino
OAO4UI BLDB-Roof & Sheer. Flywood Nail
stoosft BLDG-InEulat ion
ta0ta6ta BLDG-Sheetroek Nai I
OEO80 BLD6-trourtesy
AQO70 BLD6-Mise.
LL/AL./95 Inspector: CD Action: DN LATHE
Notes: TENTING REn'D BEFORE INSFECTION I,JILL BE DUNE
OEtZlgo FLDG-Final
44530 Bt-DG-Temp, ClA
AA54A BLDG*Final C/A
I
REtrT 131 TOI^'N OF VAIL, COLORADO PAGE 15
AREA: D5lL/0'3/93 O6:59 REOUESTS FOR INSPECTION HORK SHEETS FURzll/ 3/93
Activityr 895-@139 ll/ 3/95 Typer B*BUILD Statusr ISSUED ConstrI NSFR
Address: INNSBRUtrK MERDUh|S UNIT '*6
Parcel : E1O3-143-00-006
Description: CONSTRUCTION OF SFR
Applicant: AM BROS DEVELIItrFiENT INC
Owner: flM BROS DEVELOPMENT INC
Contraetor: SNOTJSHOE DEVELOFMENT
Oce: O0tO7 U:e: U N
Fhone:
Phona:
Fhone: 3Gt34765363
Inspect ion Request Infornat ion. , . .
Requestor: STUART BOURNE
Req Time: OBrOlZt' Eomnents:
Itens nequested to be Inspeeted.,.
Fhone z 479-8781
Act i on Comment s Time ExpffiBLDG-Sheetr'ock Nai'l
Inspeet i on Hi st ol'y. . . . .
Item: 645-1gl trW-Dr"ive by Inspection
Iten : AraBlUt BLDG-Foot ings/5teelA7/lll95 Inspeetorr [F Aetion:
A7/lE/95 Inspector': EF Rctionl
DN need t'evisecl plans
APF'R ffF.F.ROVED
APF.R AF.F.ROVED
Item:
Item:
Item:
Iten:
Item:Iten:
Iten:
Item:
AOOEA FLDG-Foundat i on./5t ee I
67/19/93 Inspector': CF Actionl
OBS|:O F,LRN*ILC Site trlen
taer8Ser BLDG-F|.am inq
V@'d4O BLDG-Roof & Sheer F l ywood Nai l
0AA3@ BLD6-Insulation
0CIA6O BLDG-Sheetrock Nai I
60O80 BLDG-Cor-rrrt esy
AAATA BLDG*FIisc.
11./tzrll95 Inspector: trD Action: DN LRTHE
Notes: TENTING REQ'D BEFORE INSFECTION t.lILL BE DONE
Item : 0gttzrg0 BLDG-Final
Iten: 00534 BLDG-Temp. Cltr
Item: raO54B BLDG-Final tr/u
Lrc. troe PetNsprcrlov{ otr srm?urarz-
OO
,1 I..,{; i Q.f.t
REFTISI TCltrN 0F UArL, C0LtrRADO
L.c/13/gE 68:3IZI REOUEATS FOR INSF.ECTII]N tdORK 6HEET5 FORITE/T3/98
Occr O0O7
PAGE E3
ffREer DS
======= E===ltt=- ====== =E===:'9==Ea= =:========EE===s-====!.ta!r-B!gE3!E==1tr=EE=iE:C!!-= ==:El= ==!3==Activity: 895*@139 1Al15/9S Typer B-BUILD Status: ISSUED Constrr NSFR
Address:
Location: INNSBRUCK MEADOWS UNIT *6. Fareel; 818t3-14S-BIZI-OOA
Description: C0NSTRUCTION OF SFR
Applicant: Altl BROS DEVELOFMENT INC
Uwqer: f;hl BROS DEVELOF,MENT INC
Contractor: SNOTJSHOE DEUELOFMENT
Usel U N
F,hone:
Fhone;
F,hone: 3O34765863
Inspect i on Request Infor"mation....
Reqr-restor: JANE FtrRN
Reo fimer tZ8:Ofi Eonments: UNIT
Items' r'eqlrestecl to be Inspected...
rzras4ur BLDGi-Final E/A
Fhaner 986-5773
{+6_WILL CALL 15 MINUTES BEFORE
Act i on Comment s Ti ne Exp
History.,...
I b em : ft051rzt dri veway qrade f inel
1tem: $8019' BLDG-Footings/5teeltA7/Il/95 Inspectorr trF Actionr DN need r'evised plans
87/Lg/93 Inspeetor: EF Action: fftrFrR AptrROVED
lten r CrOAgrZt BLDG-Fonndat ion/Steel
A7/19/93 Inspector: trF
OOA3O BLD6'-Fram ing
00lA5O BLDG-Inrulat i on
Iten!
U'AC|€.U' BLDE-Sheetrock Nai 1
l.Llb3/93 Inspeetorr CD Fctionr trA GROUND FLOtrR ONLY
Notes: ADD SCRE|.IS TO I{ALL AT ENTRY AND BEDROOf'I
CRLL FOR REINSFECTION
1tlrA5/95 Inspector: CD Action: AFFR REST CIIFIFLETE
O0O7€t BLDG-Misc.LI/ALI95 Inspectonl CD Actionr DN LRTHE
Notes: TENTING REQrD BEFt]RE INSFECTION l.lILL SE DONE
lL/A3/95 Inspectorr CD Aetion: AtrFR LRTHE INSPECTION .
laOOgO BLD6-Final
IAOS:7 FLAN-FINAL tr/O
te/67/9A Inspeetorr BEORGE Aetionr AFFR APtrROVED
GO53O BLDG-Tenp. trlOl?/eg/95 Inepectorr CF Actionr APCR AFPROVED/EORRECTION READ
Notesr DECK SUtrpORT FOSTS NEED trOSITIvE trONNECTII]N
NEED F.APER WORX SHtrt.IING BLAZINB IN FIBDRM IS TEI'IF|ERED
trUBLIC I.IORKS AtrF.ROVAL IS REOUIRED
PENDINE ELEETRICAL FINAL 4
0O54S BLDB-Final tr/tr
Item:Itenr
Itenl
Item:
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Aetion: AtrtrR AtrtrRtlVED
ltem:
Item:
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