HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5E LOT K VILLAGE CENTER 1972 TO 1973 INSPECTION REPORTS LEGALa Royston
Hanamoto
Beck &
Abey
December 11, 19?3
Mr. Terrell J. Minger
Town Manager
Town of Vail
P. O. Box 100
Vail, Colorado 8165?
Re: Village Center Project
Dear Terry
On December 6, 1973, a meeting regarding the Village Center Project was
held, attended by I\Ir. Bob Ilarford and Mr. Kr.rt Wolter of the Hibberd
Construction Company, Jim Lamont and Kent Rose of the Town, and myself.
The pr:rpose of the meeting was to discuss automobile access to the project.
The following conclusions were reached:
1. It was agreedthat the pedestrian mall could be crossed lor
access to the project but was not to be u,sed to any major
e:itent for access.
2, An access ramp to the upper floor of the underground garage
seemed possible in many ways. Flexibilities were:
(a) Create an ,Stt shape in a ramp to extend the ramp
length. Entry would be into the side of the garage.
(b) Enter the east end of the garage. This would involve
restudy of the open landscape space.
(c) Raise the building and garage by one or two feet to
decrease ramp steepness.
(d) Lose one or two parking spaces to create improved
auto turning characteristics. (Both "c" and "d" above
may require either a variance or negotiation of some
kind; The improvement to the project and the Town
il;il":;'-.."'
Urban Design
Park Planning
Principals:Arsociatcr:
Roberr Royston FASLA Pericia C,adisle ASLA Eugeac R. Kunit ,tst A jO Greca Street
Asa Hanamoto AsLA Louis G. Alley, Architect At Robert T. Batterton San Francisco
Eldon Bcck rlSLA Harold N. Kobayashi ASLA George W. Girvio Cali(ornia 94t f I
Xlvirolmenul Planning Karuo Abey ASLA (1rj, 397-ot9t
IVtr. Terrell J. Minger -2-December 11, 19?3
would be significant and I recommend favorable con-
sideration iJ minor modifications are necessary. )
(e) Raise one portion of the exterior terrace and garage
space below to ease grade steepness.
Connection to the ramp serving the lower gargae level is possible
by connecting an exit from the west end of the upper garage level
to the adjacent ramp. Trrrning movements seem comfortable and
all auto circulation can be kept on the project property.
Auto access across the pedestrian mall from the public road
will probably require an automatic or person controlled gate.
There will be a need for control of service vehicles to other
properties, control of maintenance vehieles on the mall, and
perhaps control ofthe transit system vehicles. Coordination
between the Town and the affected parties will be necessary.
After the meeting on the Village Center, a review was held of the Crossroads
East Project. A good solrrtion for that project has also been reached and auto
access to the Crossroads parking will be through the building, thus taking
aifo movemerf pressure off of the pedestrian mall. It became apparent in
retiew of the Crossroads East Project that it and the Village Center retail
spices are definitely eomplimentary to each other. A superb ihopping plaza
can be created between the two and it becomes very evident that the auto free
pedestrian mall between these two projects must absolutely be preserved.
I vould urge that the two developers look at their projects together, along with
the Town, to reach the best possible coordinated pavement and landscape plan
of the space between the buildings. Building of models at 20 scale wotrld be
very beneficial to see the design potential.
I must express my pleasure at working with both theVillage Center and Cross -
roads East people. They were extremely cooperative and helpfi:I, understood
the problem, and I think will reach very good solutions. I am also excitbd by
the potential of the rrrban space along the mall. AU in all, a real asset to
Vail.
I will be pleased to assist in further review of these projects as the process
is into more definitive desigrr.
3.
4.
ROJSfON, Urft4MOrO, BECK & ABEY
ffi,Irhfu.tm //cc: Messers: Lamont, Rose', Dobson and Hibber d Construction Company,
VaiI Planning CommissionVail Design Review Board,
tnl,lnTf-uai9 box 100
March | 3, 1973
Mr. Fred Hibberd
l-l ibberd Construction Companyll27 Race Street
Denver, Colorado
Dear Fred:
The Proposed building ttgrt otapproved by the Town Counc i Ipending negotiaf ions wi-rh our
vail, colorado 8r657 303.476
Town Staff on the fol
5613
ing has beenbeen issueding suggestions:
your;Vittage Centrleu
ano affirTennit itd
has
low
I. The remainder of your phased project will be reviewed underthe p ropcsed new zon ing ord inance.
2. Temporary parking for Buildings A and B should be furnishedon the site untir s uch time as pedestr ian precinct master pranand transportation terminar prans are compreied. At that timewe can d iscuss whethe r you wan t to f urnisir underground parkingwith landscap ing over or use the pa rk ing f acirities in fheproposed t ransporta t ion fermina l.
3, Comp leted landscap inq plan should be submitted for approval
4. We suggest thaf the exterior treatment ofsoftened by the add it ion of wood venee r ornatura I material.
All signs must be approved by the Sign Review Committee
the bu i ld ing be
othe r suitab le
l'le suggest that you ca | | the Bu i rd i.ng Departmen* and schedu re ameeting at your earliest convenience so that your projeci mayproceed w ithout further deray. rf you have any guestions, preasecontact us.
Yours truly,
T0wN/0F vA I Lffi(:ly
Tow n Manager
dt
{nwn box i oo .vail, colorado 8 1657 o 3O3.476.5613
March 2, l-973
TO: TERRY MTNGER
TOWN COI.JNCIL
PI.,ANNING COMMISSTON
FROM: KENT R0SE
LTTM LAMONT
DTANA TOUGHILL
RE: STAFF REVfEW OF VILLAGE CENTRE
flre^{of]owing necommendations areDrarr atter caneful :review of the
We.fe-el app:rova1 should be given only fon building trBnand that the :rernainden of tfre pnoje"i ;h;"i;-iJ..ol'.ri.r"aunden the pnoposed new zoning b"ai"urr.. *ra *"Jtl:r p:_an.
I"TP?T""y.-nenking should be fur:nished on the site fonBuilding rrAtr and building 'B'; i;; shown o"--"ii"-ffar,)until such time as pedeslnian pr,"cr-nct masten plan andtranspo'tation ter-minal plans i.ne compr-eted and adopted.fJ !l"a.time.we suggest iegotiations wi.th Mn. Hibber-dl-n an attemDt to pnovide all parking in the i".r,"o""t"_tion te:rminil on io pr.ovid;-dt-;;"3ri. p-"ri'E'i5roo,g:rade.
Tl_:lt::y:l i: given, it should be sulject to an approvedr-Er.!:rdscap:-ng plan fon both buildings, with pa:rticulanattention to the st:ream tt?act.
All tnash areas should be sc::eened from view.
We^suggest that the exterior tneatment of the building besoftened by the addition of wood veneer on othen suitablenatural matenial.
A11 signs must be approved by the Sign Review Committee.
made by the Town of Vailpnoposed pnoject:
1.
,
4.
5.
luwn
r0 t,
box r oo vail, colorado 8r657 303.476-5613
LETTER OF AUTHOR IZAT ION
Date Submitted Approx. February 15, 1973
IU:FRASIER & GINGERY,
2840 South Vallejo
Eng lewood, Co lora do
P lease p rov i de P I an Checkstructure:
rNc.
(-l'raa*
80|0
se rv ice on plans for the following
I
z.
4.
q
Name of Project Village Centre, Building B
Lot K, iSlock 5.E, Vall Vlllage FirstAddress of Project
Name of Owner Fred lllbberd
ans, ca lcu lat ions and spec i f ications:
) Under Separafe Cover ( ) To be Del
) Other ( x) A lready de I i vered
lans under the current Edition of the
as adopted and amended by the Town of
Two se*s of p I
Enc losed (
.by 0wner (
P lease check p
Bu i ld ing Codes
i vered
Un i f orm
Va i | .
Fire Zone 3
Se i sm i c Zone
Wind Load 30
Snow Loa d 65
Frost Depth 42
/,I *-.',..
)0
ahil
VILLACE
CENTER+
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1* oo,/QzJ-
POST OFFTCE 80X 641 VAtt, COTORADO 816s7 303-476-3600
1127 RACE STREET DENVER, COTORADO 80206 303-321-4422
p*
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box t oo vail, colorado 8r6s7 303.a76.5613
De cemb e r 12, |.912
Mr. Herman !ierroiJn
Mr. Chuck Thompson
Ge nt I emer+-L
This to certify that I have-in my possession three checks
payab le to Rampart Supp ly and Charles Thompson P lumb ingjointly in the amounts of $4 1136,00, $6,750.00, and $733.00
These will be eeleased in accordance with agreement betr,,,een
Charles Thompson and Fred Hibberd on the telephone this
date.
You rs tru ly,
TOWN OF
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PROJ ECI'
Lega I Description
Setback Requi remenfs:
Setback Providedr
Parking Required
1,.'s, f l..r
Front _ (s- ,
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COMMENTS ON
* dA"s 6ld7 * "o o, 3 S*b*,#ed )s /q z "- Ed s/, n! /e-r7,7-';el i rr, 5e{bae( n,oE,Si(lc odl,it, ttaS
/r,'lcarr€e--t, T'A;s ateaJed /rabtea a{ /lq,er'-?
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.E lce,[ o'te -9/,t,'ri c\ce./f q'-2...e{bae(ar
rJ,6berl t^t',// 4at< d,{!,e,,//e y'/oe,;'t7 /hase-Er'/
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/arktpt !.r frcP.a o-/ B /dh
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uNder
, / l/;t/a t"l
Use Zone 0(E _, Does Use Con f orm
i'F.A.R., Allowed /.2r-: / ,Lof S i ze 6s',J??- 6e . , P la za Credi t _6.{-_&9-,9_Q__
F.A.R, Actua | _:6tg:l.a_, A I lowab le
Actual Square Footage /4,atf'-?y'
Sq ua re Fcotage
, Ove r ( Un aert _ -_( /r'ntal, ,fZ-)
S i des -_Je_*_, Rea r /a
Rear /a /. oa
Checked
/-t z- zz--
t
P.O. 80X 7
vAtL, coLo. 81657
Mr. Fred Hi bberd
HIBBERD CONSTRUCTION COMll27 Race StreetDenver, Col orado
Dear Fred:
ARCHITECTURAL
CONTROL COMMITTEE
My apolthe Vi I
ogies for the delavlage Center pl ans.-
.lanuary 25, 1973
in getting back to you regarding
At a meeting
Decembe r 20''
compl ex wereof Phase II,
one story to
Phase I I. Tirside of the cbe used as athe Town of V
and design inreview your p
At a meeting of theCenter Compi ex wasconcern over the sithe Cross roads ) and
Commi ttee req ues ted
complex.
Sincerely,
VAIL ARCHITECTURAT_
ch i tectural Control Commiised plans for the secondThe Committee approved
omment on reducing the eare graduated effect betwee9 aiso suggested that yotl ltt. thought of putti ngnd fi re I ane. As you arensidering further regu'l atage and the Committee reqthe Town of Vai 1 .
ttee he'ld
phase of thisthe conceptst wing byen Phase I andu study the southin a path to
probab 1y aware,ions on densityuests that you
of the Ar
1972, rev
reviewed.but did c
g'i ve a moe Commi it
omp'l ex wi
wa'l kway aail is cothe Vill
I ans wi th
Committee on January 24, 1973, the Vil'lageagain discussed and ttre Commfttee exnress6dze of the west bui iding (portion neai"estwould like to see this bLilding broken up. Thefurther detail on this port.ion of the
CONTROL COMMITTEE
Secretary
cc: The Town of Vail
TOIIN OF VA I L
BUILDING PERMIT SUPPLEMENT IAI
rf fi) -r-Paotlcl LtJ-{.h +{ ceuTt-<-
The signatures below certi fy that the fol lowing excerpts fromthe 1970 Uniform Bui lding Code, as amended and adopfed by the
Town of Vai l, Colorado, have been read, understood and will be
adhe red to :
Section 502 (a) Approved p lans shal I not be changed, modified,or altered without wrilten authorizstion from the Building 0fficial
issuance of a building p€rmit does not give
any p rov i s ions of th i s code, or any ofhernot prevent fhe Building Official from there-
correct ion of same .
LDING SHALL BE USED OR OCCUPIED EITHER
UNTIL THE BUILDING OFFICIAL HAS ISSUED
AS PROV I DED FOR HERE IN .
sign ( tempo ra ry or pe rmanent )
I be approved by the Town of Vai I
Contractor and ALL subcontractors
Town of Vai I prior to the start of
by theoff by
and
Bui I
Buil
Secti on 302 ( c) Theauthority to violate0rdinance and shal Iafter requiring the
Sect i on 304 (b) The Inspectionposted consp icuous ly
d i ng Depa rtment. Doding Inspector.
Section 306 (a) (d) N0 BUIffiRARtLY
A CERT I F ICATE OF OCCUPANCY
Ordinance l5 (1967 ) Before any
card shall be read, filled out
i n the waterp roof ho I der furn i shed
not cover up any work not signed
may be used
S i gn Rev iew
0rd inance 2
or posted, it shal
Comm i ttee
( 197 | ) Genera Ishall be licensed with the
any work.
STATE OF COLORADO
COUNTY OF EAGLE
The forego ing aff i
sworn to b erfo re me,l t4this YL> day o (
davit and dec la rat ion was
a No.t a ry Public, by
t9
u ly. sub cr i bed a
My Comm i ss i on Exp i res
(SEAL)
lvly Commission e.ipires irlercl 31,
STATE OT
COT'NTY OF
COLORADO )
)EAGIJ )
ss.DECLARATION OF I,AI\ID ALLOCATION
I, *re , being first duly sworn upon oath
depose ar{d say a-;---.osrl-ng statementase. infornation are true and cornect
and belief, to wit:according to my best knowledge,
1. That this statement ie nrade in conjunction with the filingof an application fon a building pe:rmit to the Town of Vail and toconply with the r-equinemente of Anticle VII, Section 3, 0ndinance
Nunben ? (SenieE of L969) Zoning Or:dinance fon the Town of Vail as
anended by 0ndinance Numben 8 (Senies of 1,970) and Ondinance Numben 15(Series of 1970).
2. The descniptionbuilding is as follows:
the buil the proposed
2gt7,o3l
3. The pnoposed building site containe
and the existing building contains JJ,_8{4,37-sqtiare f
pnopoeed addition contains qZgat,6rEffi{teet; the
(Description may be att
descniption).
lly Connieeion
( SeaI )
yor'8
Expir.es M1-Cgmmission expires f,{rrch 31, 1976
sguare feetneet and the
Equare feet is (s- Azd, zq -5-Te
ffi-gO in the aforesaid
Ondinance as anEi?lAI:
STATE OF COLORADO )
)
COUNTY OF EAGLE )
The foregoing
geJarrn to . |efone me,tlris 4ry day
affidavit and declaration was dul
total building
aonl.ng
l+. The pnoposed building and/on existing building and additlon
ae it nelatee to the buiJ.ding eite area, comply to the Floon Area
Ratio fon the zoning which applies to the building site, as definedin the aforeEaid Zoning Ordinance as amended.
ss.
aof
eubEcnibed
Notary Public, by
.l}t,
JOB NAME
r,
DATE OF APPLICATION
ALTERATION ( } ADDITION I } REPAIF( I
ctfY -JD?,J.'ef ?ot4 w.32/- <l9Z
OFF ST. PARKING
MAIL ADDRESS )ct- nn e--
NO. OF LIVING UNITS
Lor K sLKSfE .I,ING VY / t
l.TypE OF CONSTnUCT|Oi|E t tv v tHR
2. OCCUPANCY GROUP ABCDEFG@tJ
DtvtstoN 1231
SPECIFIED
FIRE SPRINKLERS
CLEAN UP DEPOSIT
ESCRIPTION OF WORK ANEA SEPAFATION
OCCUPANCY SEPARATION
SPECIAL INSPECTON
T0wit 0F
BUILElING
vA tt
PEFTMIT
TOTAL FLOOR AREA J4,7
TOTAL LOTAnEA 5<. e (a+le?&,,.4f6
FLOOB AREA RATIO
J--( o P6" C-p,,e.ed -l---:
be ,,J tsAe/ d,//Qt.r'r
EASEMENTS deeri 6ee- le ,D<l ..4?'
VARIANCE
E 5o.
APPLICATIOiI*W2-
]r PLAN CHECK
tr7c
APPBOVAL
PEFMIT
/a)79t. z$-
1- c'-'78
41
I HEREBY AOKNOWIJEDGE TIIAT I HAVE
BEAD IHIS APPLICATION AND SIATE THAT THE
ABOVE IS COBRECT AND AGBEE TO COMPLY
WITE ALIJ TOWN OR,DINANCES AND STAIE
LAWS REGARDING BUIIJDING CONSTRUCTION.
/6 oz ll
Jurisdiction a 'l;nrt ,/ I /at /
Applicant to complete numbered spacx only.
BUILDING PERAAIT APPLICATION
WHEN PROPERLY VALIDATED IIN THIS SPACE' THIS IS YOUR PERMIT
I oElci.EE ATTACIT ED !HE
r
(\
a_
').,
coN TiAc roi LICENSE N
ARCHI'IECT OR DESIGIIER LICENSE NO.
L ICEN SE I{ O.
USE OF 6UILDIN6
8 Crasso{work: qoEW DADDITIoN trALTERAT|0N trREpAtR trMOVE fl REMoVE
l0 Change of use from -/rt^e.
(!
f l Vafuation of work: $ ?ffi'o/,./)a,ao
SPECIAL CONDITIONS:
?+':,::,2:."fr486
OFFSTREET PARKING SPACES:
NOTICE
SEPARATE PERMTTS ARE REOUTRED FOR FLE0TR|CAL, PLUMB-
ING, HEATING. VENTTLATING oR AIR coNDI\Io ING.
THIS PERMIT BECOMES NULL AND VOID IF W&RK OR CONSTRUC.
TroN AUTHoRTZED rs Nor coMMENcED wtrHttl 60 DAys. oR lF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOB A
PERIOD OF 120 DAYS AT ANY TIME AFTER WOBK IS COM-
MENCED.
SOI L REPORT
PLAN CHECK VALIDATION
WHITE - INSPECTOF
cK. M.O.';;r.4
CANARY - AUDIT PIN K - APPLICANT GOLDEN FOD _ TEMP. FILE
0ecesrber 13, 1973
F4F. Frgd Hlbberd
Hlbbard Constructlon Company
I I ?? Rqce Stree*
DenYe r, So I or.ado
Re; Vi I lage Centro B
Dear Fred:
To conflrm your agrds&snt wlth the Town eounell r6gardlngparking for the Vl I laga Contre proJoc*, th* fol lowing ghel I
apply:
l. $trx?y sn-slte, undergr*und sphc€s rllf be provlded f*r
cs*d*anlniuss In Fhaser In f l and lll.
?. The be I ance ef 34 speees requ i red f or the condoxrl n I u*rsIn Phases l, tl and lll xill olther be provldEd on thaslte or may bc walved by the Toxn Councll In exchsngo for
a pcrk and/or Flsza to be approved by, snd dedlcatEd to
fhe Tosn af Vstl ss prsvlded by th* Toxn Councll.
3. Farklng for Phasa lV {commerclsl shal I comply rlth cur'-renf zoning roguIatIons, /.
Thls lefter ls In no way fe ba consldared aFpreiyal tor fhe
Desfgn propssal currently belng sonslderod by fhe Seslgn
Revles Board.
Yours truly,
TOHH OF VAI L
Tarre f l J, Ml nger
Toun Fdanoger
dt
\-i
l i..
CEPY
AVALABLE
l{oyston
FIanlr:roto
Bcclt &
Abcy
Mr. Tcrrcll J. Ir{irrger -2- Dcceuber ll, Ig?3
Dcccrri:'.;r 11, 19?3
lfr. Tcrell J. I'iinger
1-f\'.'r l,'ixl)::Ecl
Tc'iel oI V:ii
P. 0. B,::: 10C
Vail, CrrloraCo t10ir?
P.: \'ilia3,) (ientcr l'roJccl. 1
I)erl' Teir5:
Or I):cer.l:-: ,,. l;i-?, l u:cc:ii;:r rc3'rldinc the \rilhqc Centcr ?r'oject rvas
helcl, :ti..:,i1:,.: :,.,. ;.;1. Pob Hlrforcl ancl l,'ir, Kult Wolf-er oi tire llibberd
Coi3tiuc:r.:.::, i:r'!t:irr.1,iir\', .li:l'La:nont and l(ent Rose o{ the Town, and mysel{.
Tire pu';;::.,: r,: ',i:r rr:eiiir:g rvas to ciiscuss auto:uobil.e access to the !roject.
The t L,:.: :,. .. :,, l c oli: i us ioris',','er r: r eache.l:
',,, ;: ?;l:.. 1!!lir:u'i ii:l.t the lrc(lestlixli rnall coultl bc crossecl fot
i,,'ai.::ir io ti:e piojec: but i,es not to bc used io any major
i... :.:-. fi'r. arjCaSS.
it. -r',1 2ccess raml ic tha [:)l]er {loo]. i:f t}]e undcrgrcund garage
te*:r:eti p:rss ible in :r-,r n1'',r.1i'5. Flc\-ibiii:'.i !:j \tL'r'e:
C::c:.1c, en "S" sl;',j:: in a t'rli::> 1e r1i'.;^ii tire rarnp
Lcn1l,tl:. Eetly ti,ou1<i i:e ii:to j"ic r;lii:' :)i. the garzlge.
Errriel ihe lrast .irid of ihe g:rr,i;:, i lils ii'culd involve
rz.ci'rn,r t,f ihr, c-,r.r lrr rr':r""" 1;':/ r "
li.ilir;c tlrc building arti i;:rr';gLr :;j' rira ol tlyo feet to
r\ ,ot.c:-t' r:.'r:' <?nn!:.r'.. j.
'.!-i:)rl one ci i"'.'tr i;::l.llin1,. si,:'-'(..-'.i (lrciie in:proved
I rl ::l.i.i:ii.-r1; cliiirliri :" j:i:;31:. ij.l;:iii "c" and "d" above
. : gl',ri.'.: crLi:i]' ti 1.,f,:':; : .- i', :1;oliaiion of sonrg
:. 'i'\.i: i:i:pitri.'i,-.ri -r' .'ri: ,il),.ri tnd the Torvn
a::ii.. ,:-,,;.'. r
. u'ould be sigrrificant and I :..ccor.ltmcnd favorable colr_
s idor.:rt ion iJ rrii tror. r:ro riif icltior.ls at-e l)ec c,sslu,),.,1
(e) Raisc o:rc portion of flrc crlcrior. telrace ,urcl glrege
slracc belotr to e:lsc g-r.ade stccpncss,
3. Conncction to thc r.artp sctvjng ilre ]o,,r,er Srnrgae lcrel is pcssli Leby connccting an exit fr.orl ilre rvcst enri of tholpp.el g.iragc iet.:l. to the adjec,tt I'al.).!p. ?u'nir.rg'tc'cllten,!s sccl:r-coniior.Lible a:td. aII auto cir.culalion cln be kcpt orr ilre ll.ojrci plopcrty.
4, Auto access ncr.oss thc 1:eiicstrian rlrll fi,orrr the pui:lic ror,Cvill probal-rly lcquir.e a:r aulot.natic ol person con,,.rorlecl giie.
Thcre t','i]l be a nccd for. contrrtl oi sen,ice vchicles to oticrpr.o1:cr.l;ics, cotrtlol of rleilf e:llnce r.chicles on U:c n:al.I, a:rdpelltaps contt'ol of the transit syst.enl vehicles. .Coordination
betrvien thc ?own and the aflectred palties wiU be llecessxrl,.
4ltcr the nrecling on thc village center, a reviev rvas hcLd of the cross: rlc-sEast Plojcr:t. A gooc solution fcrr.ilrlt pr.oj':ct hls el.so bcen r.crr:hcri xld i.uloaccosjs to the c|osslo:rdg })e]'!iing r','iII be tlrrcu!:h the builtlir:g. ilrri^s rakinr;atto mo'crre't p.essu'e off of thc pedestrian mal1. Ir becerie apperc.i irrcview oI the crossloads [ast pi.oject tirat it tncl thc \rillrge Lierier. reiri.lspac-es aIe deliniicly conrplimcnia|y to each <-;ther'. A supei.b ihopplrg irl:za "ca.n bc crcated bctrveen the trvo errd it beco:lis lcrl' evideni ihat thi "ri" ,.",pedest|ia,1 mr.ir bctvccn thesc tNo pr.ojects musi absolu'ie11'be preser|eri,
r-uou-lci urgo that the trvo developc.s iook at their projectsiogeil.,u", aLc;::1 viththe ?orvn, to rcach thc bcstlr-os.siblc coorcli'ated pavemeni ancr laniscr.pillerrolthe spacc bctrvcen thc builcinqs. 'Brrilclir:s ct nroclcl's at l0 scelc u.o.,lc,i.vely beleficizlL to see ilre desig:r potenlial.
I m'rst3;qplsas nry pleasu.c at rvorliilig rviilr both thevillage cente" ara crcss-toads East people. They were e,$remely cooperatir.e nn,i helpf"l, *Cn", o"Othe p'oblem, 'ancl I think wiLi reach very good solutions. I ani also exciiec trythe pote'tial ol the urban space along the msll. AII in atl, a leal asset toVail.
I rvilr be plcased to assist in further reviev of these projects as the proce: sis into ntolc delinii.ilc dcsign.
Sinccrely, ^
I
Ro),efoN, rl(fttdoro, DECK & ABDY
Kr^,%9,f'- ,trn r,/' .1"i:il l'Iessers: L:rnront, Rosc', Dobson and l{ibbcr.cl construction company,-r.ail Dcsign llavic\s Bo:r.rd, Vail planning Commission
t.zi
j"r- t
!
I
t
I
10 G-c: i S'.cct
R|GHARDS ENGINEERIC.LETTT 0F TRANSnflrrrALP.O.Box64i| r-.
vAtL, coLoRADO 81657 f I Le
z6 &L73
Yail 476-5O72 Denver 2t14.1521
TO Mr. Jerry Al-drlch
DAYE IJOB NOApril 19. 1973 |
ATTENTION
Villaee Center. Phase II
the following items:
fl Plans fl Samples ! Specifications
!1r. Herman Harroun
Ilibberd Construction Co.
GENTLEMEN:
WE ARE SENDING YOU &f Attached ! Under separate cover via
! Shop drawings D Prints
tr Copy of letter ! Change order D
coPtEs DATE NO.DESCRIPTION
J.Inspection reDorts throush Aoril 18- 1973
THESE ARE TRANSMITTED as checked below:
i For approval n Approved as submitted n Resubmit-copies {or approval
ft For your use ! Approved as noted tr Submit-copies for distribution
n As requested n Returned {or corrections n Retu rn
-corrected
prints
D For review and comment n
tr FOR BIDS DUE 19- N PRINTS RETURNED AFTER LOAN TO US
REMARKS
/
SPECIAL INSPECTION REPORT
TOWN OF VA I L
Project Name
lnspector/{Jijbz*.,-
CONCRETE:
2- /l.re F-J //.^// o^,
d.-.e Tg k'ns i- s't /-5
tl ar //
S'/'ee/ '.' /:-c,s/ 4/zr/r. f t /* l/-<
g'/'ae / 7 ^-' //cYftt
/r t't-" (--
/ ?.'s o
?: sa
f's"
3:3d
LOCAT ION APPROVE
Eo rn7
PRECAST:
ADD IT IONAL
SPECIAL INSPECTION REPORT
TOWN .OF VA I L
Project Nane /y', / I o.. -/ 1c,,.,, r.I- lZ //-,L. e- C-fi'
I nipector y'7 .f'. Se .. nrc," r.
CONGRETE:
t a c- 3 /a',2 V ii -s 7-
'a77-/-, Eos)- laz --
,/r ztt e-- OOrc LOCAT ION
/d. 3 o
//.' oc
/2:3 c
CORRECTIONS RE
y'7aVra
2./6/tu.
2,40 pwt'
fuuu.l: ttZl&2*a/
tua// as aldae-
onay r?y'z'''flu*F
'ffa
DDIT IONAL
?
Materia
arpt. ,.
" 'i
ls Testing S$uice
i@ 14 Day
1 ,)1. ')
'531 West 8th Ave.825 -5261
Hibbe:'d Construc?ion
Locati
)n Air:3.8'/"
- ,.oAlr lernp.: r+r
Total i,Jater:
Max. Size Load C.Y.
Time Placed: 1"0:JC
3000
Also: Dillon, Longmont
Vail, Castle Rock
nr BEc 2 ? 1$73 ii:i:;?
......'.
Wt/Cu. Ft. : Yi el d:
Concrete TemP.: l+8o
F A Moisture;
; ti l,Jeather I ParuIYcloudy
Ti me Tested : Lt)z b5
Tested BY: T..Twite
-
Denver, Colo. 80204
MATERIALS REPORT {or
Job No or r.O. )OZ-t
Date Tested:4/tB/7)
t"tixI.D.r 5*sk Slump:
Water TernP. :
Total Yards: 4f45
Max. Agg. Si ze: )/ l.
Time Batched: 10:00
Spec. P.S.l. at 28 DaYs:
TEST CYLINDERS
Cylinder Dia.
6.026
6.014
90?(set 6)
2@7 Day
?468
1\.>v
Cylinder Dia.
b.ol4
L@l+5
Cylinder Dia
L .Ji+l)
l:.i)ii)l:
ue. I .)
2@28
J -: ") (l'
I f! ir')
Day
Average:
R EMAR KS;
?459
REPORT TO: Hibberci
Herbert
Town of
Ccnstructicn
Herrourt
val-I
rNsiPEct.,Nl
TOWN OF
FIEOUEST
VAIL
DATE
TIME
JOB NAME
RECEIVED AM PM CALLER
L orxen E pnnrrnl.LOCATION
BEADY FOR INSPECTION
WED THUR FRITUE AM PM
COMMENTS: /.-A+ 7-a<f F..p, 3o H,^r,,f;+
E nppRovED
n uporu rHe
CORRECTIONS
n orsnppRovED
FOLLOWI NG CORR ECTIONS:
! nerNsPEcr
DATE
INSPECTOR
/
RtcHARnS ENGINEE|' NC.
P. O. Box 6zlil
vAtL, coLoRADO 81657
Yall 476.il72 Denver 2tt4-1521
Mr- Jerry Aldrich
Town of VaiL Building Department
Mr. Herman Harroun
GENTLEMEN:
LETifr @F TRANSnnrrrAL
DATE IJOB NO-
anri 1 1?- lq7? | \I?-25
,
TO
WE ARE
tr Shop
I Copy
SENDING YOU
orawrngs
of letter
yq Attached n Under
fl Prints
n Change order
separate cover
n Plans
the following
n Samples ! Specifications
n
rts throuqh ril 12, L973
THESE ARE
n
XF
n
tr
fl
TRANSMITTED
For app rova I
For your use
As requested
as checked below:
tr Approved
n Approved
! Returned
as submitted
as noted
for corrections
n
n
!
Resubmit . copies for approval
Submit
-copies
for distribution
Return
-correctedprintsFor review and comment tJ
FOR BIDS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
through each Wednesd.ay on lhursday.
COPY TO
SIGNED:K. E. Richards
rdr !,|}0 - ln Ar|ll| g6h.{ Lnlo, lm., lmsd, llsa
lf encro6ur.a are not as noted, kindty notity ua at once-
a,!t
SPECIAL INSPECTION REPORT
TOWN OF VA IL
Project Name
CONCRETE :
rnsp."+or-fufu4!(*rh
7 h\<
ll:lo
DAT LOCAT ION
)
1t.aal P r'.t','f /t..tr. s t .71',1e
APPRO CORR T IONS
t--,
/4r
.{a.,'F"
TEE L:
PRECAST:
ADDIT IONAL REMARKS
SPEC IAL INSPECT ION REPORT
TOI.,N OF VA IL
I r the-
4'oo
TDA
/6
Project Name r9tl,ber/ ./.nt,rf l/'//a{e- l.nrcv
I n s p ecl o r JEjUtcqArr,, 2-
CONCRETE:
LOCAT ION
OD IT I ONA REMARKS
o
SPECIAL INSPECTION REPORT
TOWN OF VA IL
Project Name
I n s p e ct o r frtf!fi,3Q57r4
UN-
7:oc
J
4t
CONCRETE: .
--:
TE i UOCATIQL IAPPROVE CORRECTIONS REQUIREO
lulrt FtT' u'<115 5'. E. S ,'4 e *
9ouf/, fl".,r*,.t __S. (.,
9:ocr Ipht *c
"l
-')",'
Dtnwr, Colo.80204
rlTEilALs REPonT for f,lllf,f!
Job f{o or L D. 9Oz
Locltl on:
jn A{ r: t+,.'Z
Alr Terp.: 45
Total t,later:
Vat
StenCtr. Fbng. S. Staimay to
E}pgfrtorr. : Lr*2.6 ytetd:
Concrete TenP,: 57
F A Molsture:
Also: Dillqr, Longlmont
Vail, Cesth Rock
Truckl2
Tl cket #
{n9r
Ave.Wct+ gth
825-5261
ofte Testsd z t+/L1/73
Mix l.D. z 5 l,/25 Slurp:
hlrter Tenp.:
Tota'l Yards: P yds
Max. Agg. Size: 3/4
T'lrp Batched: 1:lr5
Spec. P.S.I. at 28 Days:
l,lax. Slze Load C.Y.: 9 yd
Tlne P'lacedz 3tZO
Tested
l'leather: P. Clordy
TirB Testedt3.35
By: T.-T-
F us'
Jo H^"1 73
TEIT CYLII{D:iS
Qylinder 01a.2Q
6.o05
6.0L5
9o2 (Sct 5)
7 Day
163r
r478
1O 14 DaY
?o]-5
Cylinder Dia.
6.o]'.2
Cylinder Dia 2@ 28 Day
6.011 2875
6.007 2g2g
2902l-@ Ir5 DaY
6. ol_0 33t)
Average:
REMARKS:
1554
/
REFORT TO:
Co|o.80204
MATIRIALS tlPOn? {o' Hlbberd
Job t{o or l. D. ,21-L
Date Testedt VL7/?3
Mix I.D.: $sk Slrrrp: 3i
Ave.825-5261
Constrrlctlon
Air Tenp. | \?o
Total llater:
Max. Size Load C.Y.:
Tlme Placed:11:20
Tested
L*.ltm;1l$ Itr,s. F'rL?'
Air: L.t* llt/cu.Ft. z !42.5 Viet,f,' ]r ue1 7'l
Also: Dillon, Longmont
Veil, Cagtb Rock
Truck 15
Ti cket #
7384
Concr€te TerP, : 55o
F A Moisture:
Weather: partly cloudy
Wind: caLn
Tirc Tested:LLt)5
rr., .
t{ator Terp. :
Total Yrrds: 9
Max. Agg. Slze:
TinB Batched: 915O
Spec. P.S.I. at 28 DqYs:
rErr CYL|NDERS 521 (S6t
Cylinder Dla. 2ei Day
6.00o L694''
5.99h 1318
4)1 HoId
2@ 28 DaY
2852
3003
6.008
3LO4€*
Cyllnder Dia.
6.008
1@ 14 Day
2?J6
Cylinder Dla
6.010
6.o20
Average: 1506
tEllARl(t: Mobile Premlx
REPORT TO: Hlbberd Construction
Heman Heroon
2928
/
Mato
8th Ave.825-5261Colo.80204
a
rials Testins
t
Service
t. : Yi e'l d:
ConcY€te TemP.:
F A Moisture: {fit
Heather:
Tinc Tested:
28 Days:
|IATERIALS REPORT {o, Hibberd
Job l{o or l. D. 52L-t
oate Tested z U6/Zl
Mix I.0.: }}sk Slum: 2
ConEtmction
3/tr' Al r: b.6
Al r Terp. :
Total tlater:
Max. Slze Load C.Y.:
Tlme Placed:
Also: Dlllon, Longmont
Vail, Casth Rock
Truck 15
Ti cket #
tlater Terp.:
Total Yards:
Max. Agg; Slze:
Tine Batched:
Spec. P.S.I. at
IEST CYLINDERSl
Cy'linder Dia;
5.971+
6.015
521(set 3)
2d 7 Day
1341
I211
Cy'li nder Di a.
5.o30
1 HoId 6.OZj
Cylinder Dia 2@28 DaY
6.0&0 2757
6.oLt+ zT88
Tested By:
1@ 14 Day
L?85 I
Do/l5
2772 ,r/
Average:L276
REMARKS: Morntain Moblle
t hr. nixing tlme before
REFORT TO: Hibberd C@structlon
) tternen Heroon
*&gfurrr6h***r*u,.*:
'531 West 8th Ave.825-5261Denver, Colo. 80204
MATERIALs REPoRT 1ot 'di t'i:': r'rl
Job No or L D. i2l-S
Date Testedz,-,/3./7)
i) -tl
51ump: ) "
nnrtiials Testins Strvice
Ett[ CIEC2?tgn
Days:3000
?)
Cy'linder Dia. 1@ 14 Day
5.963 2892
Also: Dillon.J4ngmont
. *eill Castle Rock.:r,
Truck
T'i cket +
Mix I.D.:
l.Jater Terp. :
Total Yards:
Max. Agg. Size:
Tine Batched:
Spec. P. S. I . at
TEST CYLINDERS
Cylinder Dia.
6.oo2
Locat'i
A'i r:
Ai r Temp.:
Tota'l Water:
Max. Size Load C.Y.:
T'i me Placed:
!'ltlCu. Ft.:
Concrete Temp.:
F A l4oi s ture :
l,leather:
Time Tested:
Tested Byr L. rhlit9
Yi el d:
28
\1-i . )C,,
7 Day
a647
Cyl i nder Di a !..: 28 Day
5 .9,/: 37 s9
Ave ra ge :
REMARKS: I'1o'rrt ain l;ltlci I .
REPORT TO: ili.birprd
IIer-nan
C on:;1-, r'' r s 1. i 1"
ilc r" ^,on
o
sb rvrce
I
Materials Testing
i53l West 8th Ave.
Denver, Cofo. 8A2A4 825 -5261
\J
0Ec 2 ? teB
Also: Dillon, Longmont
Vail, Castle Rock
MATERIALS REPORT {or
Job No or l. D. l2',- i
Date Tested ; i,../ :./'l')
Mix I.D.:
Water Temp.:
Total Yards:
Max. Agg. Size:
Time Batched:
Slump: -r"
'ii'I i
. Locati
Ai r:
Ai r Temp.:
Total t^later:
Max. Size Load C.Y.:
Time Placed:
Cylinder Dia. L@ 14 Day
5.99?. ztSs
RtT
Truck
Ti cket r
Ti me
Spec. P.S.i. at 28 Days: 3OOO Tested By: t. I\rite
TESTC'LTNDERS ir" i.t^i .)
CylinderDia. 1-i TDaY
6.010 7628
Cylinder Dia
q oi. 1/ t ':\' :'
1 .. 28 Day
')
l"':,1 i'
Average l
REMARKS: l'l''-lt I ': '
il
'i. . -f,- : 'r
REtrORT TO: iI ;,r :^
rNsiFEcloN
TOWN OF
FIEBUESiT
VAI L-
JOB NAME
CALLER
E penrrer
READY FOR INSPECTION
WED THUR FRr lr\,..ri
LOCATION
<tF)
lconauerurs,
APP ROV E D ! orsaeeRovED D nerNsPEcr
fl uponr rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
,") .^,*1. ! -/ /-,s. \- j/ .-r i-i r -
. INSPECTOR
o o
av'/- ffiil\l
6aru *lt0ltl{ltlt
Boom s - ll{ rfrttttt lt[ llt
Ftec tloss c* O ' llll
w ASta {L .- I
{z gATtt I
lfdp-.n
MECHANICAL PERMIT APPLICATION
Jurisd iction of
Applicant to comptete numbered spaces only.
PLAN CHECK VALIDATION
VILLAGE CENIERf VAIL COLORADO
I otSc r.1[s:e rrracrlo sr::t)
2 ttrgsERD coNSTRUcrroN 1127 RACE DENVER
3 erRwaY, rNc.
LICENSE NO.
4640 LI"AN STREET DENVER 433-8651
AiCHITECT OR OESICNEi VA L DO R L51 PhOtE
ENG IN EER MA L AOORESs PHONE LICENSE NO,
VA IL ADORESS SRANCH
USE OF BUILDING
8 Class oI worK: tr NEW tr AOOITION E ALTERATION tr REPAIR
I Describework' vENts FoR BATHR00M AND KrrcHEN AND BOTLER BREECHTNG.
TvpeolFuel: Oit E Nat.Gas D t-PC. E
PERMIT FEES
Type of EquipmentSPECIAL CONDITIONS:
Air Cond. Units-H.P. Ea.
Refrigeration Un its-H.P. Ea.
Boilers-H.P. Ea.
Gas Fired A.C. Units-Tonnaqe Ea.
Forced Air Systems B.T,U. M Ea.
Gravitv Svstems-B.T.U. M Ea.
Floor Furnaces-B.T.U. M
Wall Heaters-B.T.U. M
U nit H eaters- B.T.U. MNOTICE I I
THrs pERMrr BEcoMEs NULL AND voro tr r,,!odr oR coNSTRUc.
TION AUTHORIZED IS NOT COMMENCED WITH]A] 60 DAYS, OR IF
CONSTRUCTION OB WORK IS SUSPENDED OR ABANDONEO FOR A
PERIOD OF 120 OAYS AT ANY TIME AFTER WORK IS COM.
MENCE D.
I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINEO THISAPPLICATION AND KNOW THE SAME TO AE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT. THE GRANTING OF A PERMIT OOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Evaporative Coolers
Ventilation Fan
Air Handlino Unit- C.F.M.
TOTAL FEE
WHEN PBOPERLY VALIDATED (IN THIS SPACE} THlS IS YOUR PERMIT
PERMIT VALIDATIONCK. M.O. CASH
WHITE - INSPECTO R CANARY _ AUDIT PIN K - APPLICANT GOLDE N FiOD _ TEMP. FILE
t
Mr . Fr*d ft I b i:e rdt{lbbsrd Canstructlon Co*pe*y1,27 Race StreetDenver, CoIoredo
Subject; Vl I tage Contrs
Dear Fred:
The.followtng. !3 to conf Irm our meetlng of f,{arch zz, 1g73. Encloseols the Recreatfon Fund Fee caleElaflani, lf you have any qus$tisnspertalnlng to fha fee, give ms a cail. '--
Terry Mlnger ?gu agreod fo a*e*p? your plat &s submrtfed whichfu"lsres 3F,zr3 feru*r:e feer, res! *'f iuri i.*Jit-"t-'E,Ea r iqurrufaet tei rneet zoning regul*tiens fer'UuilAf ngs A end g. Tho re*malnlng ares of your tracf wilr be esfisi;-;;; *"p"i*i*rv for FhaseI t I of your proJee? *nder *he ne,, eanrng ordinsnes.
Pertalning to qarking, for cr?lrlrcotron, a maxrmum of 60 spacBsnay be provlded on yo*l'slfe. if tngy Er€,undsrground aed landsc*plngori coffif*ercr a I spece covors thc p*rxing stru*tuFe,
As y$u dlscussed,*nrth rerryr ysu ur r l be ar fowed acc€$Ben-ci fe pnrkl ng f ros the roiin'antrancr-u*ur trre-gurl i*g
Yours tru I y,
TOI{N OF VA I L
March 28, l97j
PlAl'tA 5* TOUGHTLLZenlng Admlnlstrator
Tm
io your
t ot.
o
Frwfur & Eingery, lnc.."t '|,
nl,t'
4"'
March 2L, L973J
*("
.\o/'r
I'Ir. Jerry Aldrich Ce
Chief Building Official
Town of VailP. O. Box 100Vail, Colorado 8L657
RE: village center - plan check for compliance with uniformBuilding Code - Our Job No. 452.01
Dear Jerry:
we have reviewed the final corrections of the drawings andspecifications as submirted. by the archirecE. rhe irems--iior"iiogthe provisions,of the code have been corrected, wirh ihe f;ii;;ilEexceptions (refer to the enclosed correction list):
Item 13
CONS ULTIA|G E IGIIVEER S
2840 SOUTH YALLEJO STREET
ENCLEWOOD. COLORADO SOITO
TEtEPHONE 303 761-4860
We interpret Secrion 1706(c) toopenings should nor be loiatedunder consideration is part of
Item 14
the affect that the trash chutein requlred exits. The vestibulerequired exit.
The purpose of the intermediate railsis to prevent the passage of objectsthrough the guardrail. -To accoirplishare required.
Item 26
required by Sectloa L7L4larger than nine inchesthis, horizontal rails
Ecterior- stairway*ror^m on change plan c-3 should be of non-combustible construcrion. SecEion 3305(n)
No other exceptions were taken. This completes our review ofVillage center project. A11 data are being rlturned to you .roa.,separate cover.
If you have any questions, please feel free Eo conEact us.
Very truly yours,
FRASIER & GINGERY, INC.
,, r rzz 2 ,/J ,/ilU,at /f--/.-*-
Miles Hubik, P. E.
IH/ isEncll
CIVII, ENGINEERING / I.AND SURVEYING / STONTT DRATNAGE / SIRUCTURAT / TRANSPORTATION / WAIER & SANITATION
o
v
MINLJ'-I'ES
SPECIA L. MEL:TlNG
TOWN COUNCIL OF I-I-]tr TOWN OF VAIL
MARCH 7, 1973
A special meeting of the Town counci I oF the Town oF Vail was convened at
1o:15 a.m., Manctt 7, 1g73, in the conFenence Room oF the Vail Municioal
Br:i [d inr-: .
Mayon John A. Dobson and the Foltowing councilmen wene present:
Richand Rai lr:y
John Donovan
..t-osef Staufel
Tom Steinberg (pnesent Fon the
Gerny White
Also pnes.:'nt wene:
(t. ^'/ft
B
//a q "i\
,c
last pontion of the meeting)
. Terny Mingen, Town Managen
Jim l_amont, Administnative Ass istant
Diana Toughitl , Zoning Administnaton
Bob Clank, Chainnran, trlanning Commission
Hans \,/eibel, Memben, planning Commission
Jen Wnight, Memben, ptannlng Commission
Mn. clancy, a developen, was pnesent to nequest that hrs finm be alloweduntil July 1 , 1973 ' to -submit wonking dnawings. Counci.lman white exonessedhis opinion that the CounciI i-s especiatly concenned about a thtnd cone, whichis Mn. Clancyts pnoject. It rnrou ld be desinabte that the new zoning ondinancebe applied to tlris pnoject. Mn. claniy stated that the new zoning ondinancewill not add.ness itselfl to his pnoject, as, in his opinion, the pnoject nequinesa P. u.D. appnoach, whi ch the new ondinance is not anticipated to pnovide.Mn' Mingen noted that he had doubts about this omission and the matten isnot yet settled. In negand to the cunnent ondinance, Mn. Clancy?s pnojectdeviates in that one building may cnoss zone lines, in that the panking fon onezone rnay be in anothen zone and in some oF the setback nequinements. Hewas of the opinion that they would need a vaniance eithen unden the new on oldondinance. Agneement was neached to meet with Mn. Clancyrs gnoup onFniday, Manch g, at 4:OO p.m.
In negand to the Hibbend Village Centne pnoject, Cotlncilman Doto-v_an__q!A[gd
tbe!-!he height oithe buitding was unacceptable, qspeciatty at the entnance to
-
the village. Mn. Hibbend neptied that he had atneaCyGo-l,O-unit.-n aTf floons;also, tlrat the building is atmost two stonies betow gnade, thereby minimizingthe appearance oF height. He indicated that he is witting to buitd a oank on apgntion oF his larrd. CounciTnfiFwhite concunned that the height might be
ofFens ive; howeven, he doubted that the council has the powen to nequine it tobe changed. councilman White mo'ed that viil.age centne, Bui lding B, beappnoved, conclitioned upon coopenation in following the necommendattons oftheTownstaFF;CouncilrnanBaileyseconc1ed;@andDonovan
voted aqainst appno i; ccunci lmen White, Bailey, and oobson voted in Favonof appnova[- The motion car^nied
The applicability ol tlre pnoposed necneation Fee to pnojects given approvalwould depehd on the point at which the onci nance pnovided fon the Fee to beassessed. l-he genenal concensLrs vr;r s that it wot-r td be assessed at the timethe building penmit is issued. Howeven, in any case, it could not be writtenso as to apply to Mn. Flibbendrs pnoject::.s his plans hawe been checr<ed andane neady fon a penmit. 4,4n. Hibbend l^rad some suggestions in negand to thisfee: 1. the Floon anea should be the anea within the penimeten walls oF theurrtt; 2. the charge l'on nesidential constructi.on should be 20 cents the Finstyean and 30 cents theneaFten; 3. fon comrrrencial constnucti.on the Fec shouid
o'o
liilllultn s box I oo vail, colorado Br6s7 303.476-56r3
'March l3, 1973
Mr. Fred Hibberd
Hibberd Construction Company
| 127 Race Street
Denver r' Co l orado
Dear F re d:
The proposed building rrBrr ot
approved by the Town Council
pend i ng negot i at i ons w i th ou r Town Staff on the fol
ing has been
been is s ued
ing suggestions:
itd
l'ow
2.
3,
The. remainder of your phased project will be reviewed under
the proposed new zon ing ord inance.
Temporary parking for Buildings A and B should be f-urnished
on the site until such time as pedestrian precinct master plan
and transportation terminal plans are compleied. At that time
.we can d iscuss whether you want to furn ish underground parking
.lvlth latdscaping over or use the parking facilities in the
p ropose d transportation termina l.
Completed landscaping plan should be submitted for approva.l .
l.le suggest that the exterior treatment of the bui lding be
softened by the addition of wood veneer or other suitab le
natura I material.
5. All signs must be approved by the Sign Review Committee.
We suggest that you call the Buildi.ng Department and schedule a
meeting at your earliest convenience so that your project riay
proceed without further delay. lf you have any questions, please
contact us.
Yours tru fy ,
t.t
t.
t
!
flr'11
box 1oo r vail, colorado 81657 . 303.476.5613
Manch 2,1973
TO:TERRY MT}JGER
TObIN COUI{CIL
PLANNING COMMTSSION
FROM: KENT ROSE
JTM LAMONT
DIANA TOUGHILL
RE: STAFF REVIEW OF VTLLAGE2
The foll-owing r^ecommendationsStaff after caneful :review of the Town of Vail
proj ect :
CENTRE
ane made bythe pnoposed
1.
2.
3.
4.
5.
We -feel appnoval- should be given only fo:r building ilBtt
and that the :remainden of the project should be reviewedunder the pnoposed new zoning ordinance and master plan.
Temporany parking should be fu:rnished on the site fonBuilding rrArr and building ttBtt (as shown on site plan)until- such time as pedestrian pnecinct rnasten plin andtranspontation terminal plans are conpleted and adopted.At that time we suggest negotiations with M:r. Hibbe:rd
1l an attempt to provide alt panking in the transporra-tion terminal on to provide any on Site parking belowg:rade.
If approval is given, it should be sulject to an approved.landscaping plan fon both buildings, with particulh.attention to the stream tnact.
All tnash areas should be screened fnom view.
.We suggest that the extenion tneatment of the building besoftened by the addition of wood veneer o:r other suitibtenaturaL material.
6.A1l signs nust be apprcved by the Sign Review Committee.
l'|INUTES
DESIGN REVIEI,I BOARD
REGULAR MiETING
DECEMBER I3, 1973
A regular meeting of the Design Review Board was convened at 3:00 P.M.,
inrmediately fo'l lowing the adjournment of the Planning Conrnrission, in
the Conference Room of the Town of Vail Municipa) Building.
The following members r.rere present:
l^Jilliam J. Ruoff, Chairman
l,|illiam Hanlon
Lou Parker
Gordon Pierce
Jen l,lright
Al so present was:
James F. Lamont, Admjnistrative Assistant
The Vail Factory presented an application for a sign for the VAIL 21
BUILDING on the VAIL 21 CUBE. The sign'is for identification cf the
Vail 21 Building on1y, and will not include the directory as pre-
viously proposed. After review, upon mot'i on duly made and seconded,it was unanimousiy voted to approve the sign as submitted.
The Board reviewed the further information submitted re the HUEBINGER
GARAGE plans. As.proposed, the Board felt the plans for the garage"
were too massive and not in keeping the character of the overall
aesthetics of the adjacent building. They suggested the use of a
gabled roof and that the "pedestrian" door be put around the corner
facing lhe house. Upon motjon duly made and seconded, it vlas unani-
mously voted to approve the p1ans, contingent upon Mr. Huebinger's
agreement to make the changes as suggested.
l.lr. Fred 0tto of Vail Associates presented plans for the Vajl Associates
L'ift No. B - Counter Weight Lift Cover. The Board reviewed the plans,
and upon motion duly made and seconded, it was unanimously voted to
approve the plans as submitted.
Mr. Fred Hibberd presented his final plans for PHASE 3 of VILLAGE
CENTER COND0IIINIUIIS. Mr. H'ibberd also presented a massing model of
the buildinqs. The mass'i nq model showed access to the site from the
Village entiance road, as ieconmended by Eldon Beck. The design
approval of the buildings and site will influence the access plan;
however, the access should be from the Village entrance road onl-v,
After reviewing the p1ans, and subject to an agreement being reached
between Hibberd, Town Council and Planning Commission regarding
parking spaces and dedication of a park/plaza area, the Board,
upon motion duly made and seconded, unanimously voted to approve
the plans (dated December 13, 1973), as submitted, subject to the
follorving conditions: (1) that large trees be planted to de-
emphasize the height of the tallest, existing building; (2) ihat
evergreens be plant.ed near the property line on the northeast corner;
(3) that the west end by the service drive be heavily screened, bermed
and planted; and (4) approval of the park and/or p'l aza design is
contingent upon another revievr of the park and/or plaza design,
subject to an agreenrent re parking being reached between Hibberd'
Town Council and Planning Cornmission.
As there was no further business to come before the meetjng' the
meeting adjourned at 5:00 P.l"l.
APPROVED:
Chairman of the Board
Nadine M. l4onaco, SecretarY
box 1o o vaal, colorado or6s7 303.476.5613
January 3i, lg74
Mr. Fred Hibberd
c/o Vi1 lage Center CondominiumsVail, Colorado 8165i
Re: Phase 3 - Village Center Condominiums
Design Review Board 4 rovai - Degember 13, 1973
Dear Mr. Hibberd:
This'letter wil'l confirm the action taken at the Design Review Boardmeeting on December i3, 1973, at which you were pres.ii.'-'
The Board voted to appr.ove your pians (dated December 13, 1973),slbject to the forowins cona'itions: (ii inri"i;6; trlis'oe
Biirl:!,t9 de-ernphasize the heisht or irre tJiiesi,'exi;;;;s buitdinq;(zJ.rhat evergreens be planted near the property iine on tfre north--'east corner; (3) ttrat the west en{ !y.thb sbrvile arive oe'treavrtyscreened, bermed, and planted; and (4) apprcval of the-pirt and/orplaza design is contingent upon anoit,er i^bvier,r of thJ pirt anoTorplaza design, subject io an igreement-re parking ueing'ieicheobetween Hibberd, Torvn council-and plannini commisiion] in-accoro-ance with the zoning ord.i nance, Section i5.400, a tinascaping planmust be submitted for review ana appr.Jval by the oesign-nlui"" Board,,slgyllg in detair (size, rvpe and ibciron)"voui piini'to-iomprvwith the above landscaping ionditions.
I have enclosed a copy of the minutes of the meeting for yourrecords and information.
Sincerely,
DESIGN REVIEl,l BOARD
Nadine M. l4onaco, Secretary,for l{illiam J. Ruoff, Chaiiman
/nrm
cc: Terrell J. Minger, Town ManaEer
James F. Lamont, AdmjnistratJve Assistant
Diana Tough'i -|1, Zonjng Administrator
.
-_ -t - -
l
I
:
With regard to the sign application for the VAIL 21 CUBE, the Boardfelt there was insufficjent reason to grant a variance; therefore, upon
motion duly made and seconded, it was unanimously voted to deny the
request for a variance.
The Vail Factory resubmjtted the wording for the sign for ALFIE PACKER'S
l,lILD II0UNTAIN INN. Instead of "Southside of Building", they proposed
to use "A.round Back". Upon motion duly made and seconded, it was unani-
mously voted to approve the plans for the sign, including new wording.
Mr. Fred Hibberd presented preliminary p1 ans for Phase 3 of VILLAGE
CENTER C0ND0MINIUMS for revieur. Diana Toughill has given preliminary
zoning approval. There was discussion of color of buildings, and in
particular, color used on the second building. Hr. Hjbberd stated that
in order for the buildings not to appear as the same project, different
colors were used. The color used on the second buildinq had been
approved. Building C will probably be vrhite. The plani provide for
much lower level lighting once the project is completed. A1 1 phases
should be completed next year. Mr. Gordon Pjerce asked jf Mr. Hibberd
had acquired the approval of the master planners on his access to theproperty. Mr. Hibberd replied that he had. There will be lower level
garage and upper 1eve1 parking, with 21 exposed spaces out of 115. This
project is scheduled for final review on November 29, L973.
As there was no further business to come before the meeting, the meeting
adjourned at 5:30 P.M.
Nadine M. lulonaco, Secretary
/nrm
APPROVED:
Chairman of the Board
MI NUTES
REGULAR MEETING
DESIGN RIVIE|^J BOARD
NOVEMBER 1, 1973
A regular meeting of the Design Review Board was convened at 3:00 P.M.'
inrrnediate'ly following the adiournment of the Planning Commission' in
the Conference Room of the Town of Vail Municipal Bui1ding.
The following members were present:
}lilliam J. Ruoff, Chairman
l^|i I I iant Hanl on
Lou Parker
Gordon R. Pierce
Jen t.lright
The first item vtas the consideration of a sign application for a
temporary site development sign for PHASE 3 of VILLAGE CENTER C0ND0-
MINIUMS. It was noted that the application met al1 the requirements
of the ordinance; therefore, upon motion duly ntade and seconded' 'it
was unanimously voted to approve the plans as submitted' with the
condition that all other temporary site deve'l opment signs for the
project shall be removed, and that the sign for Phase 3.shall be
removed within ten (10) days after an occupancy permit is issued;
and shall be permitted for a period of one (t) year.
The second item discussed was the sign application for the G0LDEN
PEAK H0USE DIRECT0RY. The Vail Factory made the presentation, and
as proposed in the application, the directory would be sp'l it up with
three signs on each window and one sign for the LaPinata above the
doorway. It was suggested by the Board that consideration be given
to having all of the signs placed in one window. However, it was
fe1 t by the Board that this application be taken under considerat'ion
and a decision made at the next meeting.
The third item discusbed was the s'ign application for the LIONSHEAD
LQDGING DIRECTQRY. The Vail Factory made the presentation. A variance
was requested, as the appiicat'ion does not meet certain requirements
of the ordinance, as stated in the file. It was stated by Chairman
Ruoff that the Town of Vai1 is actively engaged in a study of the
problem of directories for the entire torvn. The need for this type
df directory is recognized and study is being directed toward a solu-
tion for the entire situation. There is also a memo in the file from
the Torvn Engineer re street right-of-way and easements at the proposed'location. Therefore, upon motion duly made and seconded' it was
unanimously voted to,deny the request for a vari ance.
The fourth itern djscussed was the sign application for LIONSHEAD
EASY WASH in the Vail 21 Building at Lionsllead. The Vajl Factory
presented the application, which met the requirernents of the
ordinance. Therefore, upon motion duly made and seconded, it was
unanimously voted to approve the plans as presented'
The fjfth item discussed was the location of the sign for ALFIE
PACKER'S l^llLD I'IOUNTAIN INN. The sign wil ! be 'located at the entrance
of the office for Alfie Packer's. Upon motion du'ly made and seconded,
it was unanimous'ly voted.to approve the sign and location, as finalry
presented this date; the urording to be used instead of "southside of
Building" will be presented at the next meeting.
MI NUTES
DESIGN REVIEl,l BOARD
REGULAR MTETiNG
NOVTMBER ?.9, T973
A regular meeting of the Design Review Board vras convened at 4:00
P.M., immediately following the adjournment of the Planning Cornm'i ssion,
in the Confererrce Room of the Town of Vail Municipal BuildinE.
The following members were present:
l,lill iam J. Ruoff , Chairman
Nilliam Hanion
Lou Parker
Gordon Pierce
Jen Wright
A1 so present were:
Temell J. Minger, Town l'lanager
James F. Lamont, Admjnistrative Assistant
Mr. Minger djscussed wjth the Board mernbers the poss'i bility of amending
the sign ordinance to allow approval of signs to be done administratively,
along with a change in the variance procedure. The Board members werein agreement that a change lvas necessary, due to the excessive amountof time spent reviewing signs, and especially, variance requests.
Mr. Fred Hibberd presented plans for PHASE 3 of VILLAGE CENTER for
preliminary review. Mr. Hibberd stated t-hat he was presently nego-
tiating with the Town for a poss'i ble trade-off of parking spaces requiredfor dedjcation to the Town of open space. Seventy-six underground spaces
have been prov'ided. l4r. llibberd also stated that he would consult with
Eldon Beck regarding access to the sjte, in the hope of arriving at a
satisfactory solution. Building mass was d'i scussed; Mr. Hibberd stated
that wjth completion of buildings in Phase 3, the mass of the tallest
existing building wouid be broken from major views. Existing lighting
was also discussed; members of the Board felt the ligrrting was too bright;
Mr. Hibberd agreed to check into the matter. The Board also suggested
that for the future the plaza area be lighted with shaded iights, pointed
down. The Board requested, prior to the next stage of rev'iew, that Mr.
Hibberd submjt a massing model . They aiso adv'i sed Mr. Hibberd that con-
sulting serv'ices of Eldon Beck would be requested by thern. Mr. Hibberd
requested that he be placed on the agenda for Design Revjew on.December 13th.
The earosellis of the Vail Factory presented a sign application for
MOUNTAIN HIGH SPORTS, part of the Montaneros sign prograrn. The proposed
sign met the requirements of the'ordinance. Upon motion duly made and
seconded, it was unanimously voted to approve the s'i gn as presented.
Ms. SalIy Freeman presented an application for a sign for HEAD FIRST,
at the Covered Bridge Street. The proposed sign met the requirenrents
of the ordinance. Upon motion duiy made and seconded, it was unanimously
voted to approve the sign as presented, subject to submission of color
samp'les aL the next meeting.
Mr. Manfred Schober presented an application for an office directory
sign for.the new offices at PENSION iSABEL. The proposed sign ntet the
requirements of the ordinance. Therefore, upon motion duly made arrd
seconded, it was unanimously voted to approve the s'ign as presented.
Royston
Flanamoto
Beck &
Abey
December 11, 19?3
Mr. Terrell J. Minger
Torvn IVIanagcr
Town of Vail
P. O. Box 100
Vail, Colorado 8165?
Re: Village Centel Project
Dear Terry:
On December 6, 19?3, a meeting regarding the Village Center Project rvas
held, attended by N{r. Bob }Iarford and Mr. Kurt Wolter of the }iibberd
Construction Company, Jim Lamont and Kent Rose of the Torvn, and myself.
The purpose of the meeting rvas to discuss automobile access to the projeet.
The following conclusions .ivere reached:
1. It was agreed that the pedestrian mali could be crossed for. aeeess to the project but rvas not to be used to any major
oxtent for access.
2. An access ramp to the upper floor of the undergvound garage
seemed possible in many 1vays. Flexibilities were:
(a) Create an rts' shape in a ramp to extend the ramp
length. Entry ivould be into the side of the garage.
(b) Enter the east end of the garage. This would involve
restudy of the open landscape space.
(c) Raise the building and garage by one or two feet to
decrease ramp steepness.
(d) Lose one or two parking spaces to create improved
auto tulning characteristics. (Both "c" and "d" above
may require either a variance or negotiation of some
kind. The improvement to the project and the Torvn
t lscape Architecrs:
l:od Planniog
Urlcn Desigl .
Perk Planning
Environmcntel Planning
Principals:Associa tes:
Roberr Royston FASLA Pruicit Qrlislc ,tsLt Eugene R. Kunit ASr-{
As. Hanrmoro ASLI l"ruis G. Alley, Architcct .,rtA Robcrt T. Batrcrton
f,ldon lleck ,rsU Harold N, Xobayashi ASLA Gcorge W. Girvin
Kezuo Abey ASI-rt
50 Grccn Strect
Sen Francisco
Californie 9{l ll
(1r5' t974591
wourd be sig'ifica't and I recommend fa'orable con-sideration i-f ruinor moclifications are necessary. )
(e) Raise one portion of the exterior terrace and garage
space belorv to ease grade steepness.
3. connection to the ra''p serving the lo.rver garEae revel is possibreby connecting an exit frorn ilre west encl of-the"upper garage level' tg-the adjacent ralnp. Turning movenrents seem cornfortible and. all auto eirculation can be kcpt on the proj_ect property.
4, Auto access across the pedestrian mall from the public roadwill probably require an automa"tic or person controiled g:ate.There rvill be a need for control of service vehicles to otherproperties, contlol of maintenance vehicles on the mall, andperhqps control of the transit system vehicles. ..Coorclination' betrveien the Torvn and ilre affected parties will be necessary.
4fter the meeting on the Village Center, a revierv was held of the CrossroacisEast Project. A good solutioi for that projeet iras also been reachecl and autoaccess to the crossroads parking rvill be tiirough the buildins, th;-irft** -
airto movgryent press'rq o{ or ilie pedestrian ma[. It beeame apparent inreizierv of the Crossroads East Project that it and the Village Center retailspaces are definitely complimentary to each other. A superb -shopping pkazacan be created betrveen the trvo ancl it becomes very evident that the auto lreepedestrian ma-ll betrveen these, trvo projects must absolutely be preserved.I.uodd urge that th9.try-o clevelopers took at their projects iogetirer, along withthe Town, to reach the best possible coordinated pavernent and 1andscape planof the space betrveen the buiidings. Building of moaels at 20 scale would bevery benefieial to see the design potential.
I must express my plea.sure at working with both theVillage Center and Cross-roads East people' They rvere extrerneiy cooperatil," .ni helpful, *ra""stooathe problem, and I illink \f itr reach very goodiolutions. I am also excitbd bythe potential ot the urban space arong the mari. Au in "d ;;;;i;"#;; "'
Vail.
I *iU be pleased to assist in further review of these projects as the processis into more definitive design.
Mr. Terrell J. I\Iinger -2-Decernber 11, 19?3
I{ibberd Construction Company,
Vail Planning C,ommissionVail Design Review Board,
4r2. 0 /
March 6, t973
Frasier & Gingery, Inc.
Consulting Engineers
2840 South Vallejo Street
Englewood, Colorado 8011_0
PART A
COMPLIANCE WrTH OCCUPANCY, TypE OF CoNSTRUCTION, AND
EXIT RESUIREMENTS
t/vL. The 3/\ hour fire reslstive rating of an openlng that is re-qulred, if that opening is less than 20 feet from the adJacentbu11ding, does not in thls case occur. Reference to Vall"Buildlng Department ruling on buil-ding separation in a complex.
v 2. Amending note on A-13 to say all structural members to be coatedwith 2 hour fire protection lalEr of perlite to comply wlthTable 43-A, ftems tB & 31.
V 3. A11 floor construction will comply with Tabl-e 43-C, Item 11.
V 4. The wet flre fine ls located as shown on M-L and is sized asfollows: Main standpipe to be 4rr on the l-st floor and reducedto 2-I/2rr on the 7th floor wlth cabinet stated in specificatlonpage 60.
Uf, Referring to details on A-1J, all wood framing members of ba1-
eonies and facia wil-1 be non-combustibl-e treated by Koppersaccording to the Underwriters Laboratory FR-S rating.
v 6. Fresh alr and combustion alr louvers in mechanlcaf room to havea fuseable link which wil-1 al1ow Louvers to close. In this case,both l-ouvers shall be rated wlth a t hour fire protective ratine.
V7. The swing of door 39 to mechanical room w111 be changed to complywith Sectton 3303(b). As per Section 3304(b) EXCEPTION, a doorin any positlon shal-l not reduce the requlred wldth of a corridorby more than I/2 its wtdth. Therefore, a recess of tfort into the
mechanlcal- room will al1ow door 39 to comply with this section.
See detail on ChanEe PIan C-4.
2
1127 BACE STREET T DENVEB, COLORADO 80206 I TELEPHONE (303) 355.6400
III
Frasier & Clngery, Inc -2-March 6, I973
V 8- Sect'ion ?20?(c) rines nnt sneni fv rnnf i nc" r,enrliSementS. Refer-JLUJ\v/ uvvv rrv e vvv!4f J, r vvr 4rrb rvYvring to Section 32031e)2, 300 pounds of crushed slag (pumice
aggregate being of this nature) per roofing square is requiredfor roofs having noL more than 3 in 12 pltch, Since al-l-pitches concerned are more than this, onl-y 275 pounds of
aggregate is specified because this was determined to be thegreatest average adherence to the hol asphalt at the pltches
1nvo1ved.
U9. Al-L openings lo exit encl-osures are specifled -Ln ItArr l-abel
openlngs, doors and jambs included, as noled on 4-16, Door
Schedul-e.
!rc. A11 openlngs into corridors from apartments are specified rtBtr
l-abel openings, doors and jambs included, as noted on A-16rDoor
Schedul-e. These openings are ful-l-y weaLherstripped to eliminatedrafts.
Vtt. Steel ladder requlred by Section 3305(n) amended by Vail
Ordinance number 6 and the roof hatch that 1s required by
Sectlon 3305(f) were focated and approved by the Vail Fire
Chief as shown in detail- on Chanqe Pfan C-4.
VtZ. See f tem t-t-.
13. The trash chute cited is located neither in a stairway nor an
a exit corridor, but in a vestibule as delined by Section 3308(g)2,4 openings i-nfo whlch are required to have a I hour fire resistive- rating and shall- have closing devices as specified by Section
3309(h)6. The seff-closing rrBtr 1abe1 doors on the chute complywith these requirements. As for the termination of the chute
as requi-red by Section 1706(c), the termination of this chute
does occur in a separate room on the 2nd floor as indicated on
A-2.
V )-4. Concerning the requirements set for|h in Section 1304, the sil-l
heighth of all windows is no more than It-6-l/2tt from finishedfl-oor with the heads at 7t-IO-L/2rr from flnished fl-oor.
VI5, To comply with Section 1305(a), the wlndows to rooms 11 and !lon al-l- floors will be increased to a width of 2'8" to provide
approximately 1/ square feet of window or I0% of the floor area
of elther of the rooms.
1127 RACE STREET T OENVEF. COLORADO 80206 I TELEPHONE {303) 355-6400
III
Frasler & Glngery, fnc -3-March 6, l-973
v 16. Referrlng to Section 1305(a), exhaust fans are noted as fi-xtureB on E-l-,
VI6A. Door to room [O1A] on 1st floor is specified. as an rrArr labelopenlng, door and jamb incfuded, with a feyed lock and a closeras stated on 4-16, Door Schedule.
V L7. All- wa1ls in bath areas to have vinyl base as noted on ChangePlan C-3, to compJ_y wlth Sectlon 1711(a).
UIl. Stair treads are to have a 7-f/4" rise and a lO[ run to complywifh the requirements in 3305(c), and to accompllsh the !r8rlvertical rise from finish floor to finlsh floor ln 16 rlsers.
VW. ALl landings to conform to Section 3305(f) in that they are
3rBttwide in the dlrection of travel, which is equal to thewidth of the stair whlch conforms with Section 3305(b).
VZO, Al-l- stair handrails will be 12" from the nose of the tread tomeet the requirements of the Vail^ Buitdlng InspecLor and con-form to Section 3305(i).
y'Zt. To neet the requirements of Section 3305(o), the minimum head
rOOm at gnrr T,.'\,'..J-i nh ic Q?Ort :nrl hrr Senti^n 3305(h), ttre diS-i""""-,'"itt";ii;";;;'1"""u"v i.ilaiilgl"i;-[' r0" and distancefrom f l-oor to floor is 9 t gtt.
r'ZZ. fn accordance with Section 1BO5 and,/or 1905, al-l- stair treads
and platforms are constructed of 1,000 psi relnforced concreteto be welded No a 5rr x Btr boxed beam serving as a support forboth as seen in stair sectj.on on A-13, The boxed beam is tobe constructed of two 08 x l-3.75 channels with a ful-1 penetra-
tlon, slightly convex, single Vee groove wefd continuous alongthe jolsts in the manner shown in Sectlon on Change Plan C-4.
4 23. A11 guardrails are 1n compliance with Section l-71-4, in that all
' intermediate rails, or balusters, are 6tt on center as indicated
on A-15.
tu 24. In eonformance wilh the requlrements set forth in Section 3207(e)subsurface perforated drain pipes set ln gravel beds w111 beprovlded to handle surface and subsurface water.
1127 BACE STREET r DENVEF, COLORADO 80206 r TELEPHONE (303) 355.6400
Frasier & Gingery, Inc.-4-March 6, 1973
V zn.See Change Plan C-4 for details concernlng flashlng at thejuncture of the roof and the vertlcal wal1 above the corridor
on the 7th f1oor.
V 26. See Change Plan C-3 for elevation concerning exit from northstalrway. The exlt from the smoke proof enclosure is provided
at the 2tl/2 fl-oor leve1.
V 2T. Plan H-L ls taken from a typical floor pLan and the waLf con-flguratlon can be seen more accuratel-y on elther A-1 or S-1 .
lZA. The room finish schedule shown on A-14 1s for typicaL floors
and by reason is not to include any exceptlons that may occur.
As for the fi.nish of the mechanlcal room, the masonry 1s un-
covered and the wall sectlons are indLcated on A-14 and explained
on A-13.
l/Zg. To comply with 3309(b) as amended by Val1 Ordinance number 6,the north stair [OO] fs a smoke proof enclosure, and rneets all
requirements set forth in Section 3309.
UlO. All doors to the vestibules and both stairs remain closed atall times and are equipped with passage hardware and closers
as noted on A-16. Door Schedule.
Uy.
PART B
COMPLIANCE WITH ENGINEERING REGULAT]ONS
Concerning Speclal Inspections, the Inspector and Strength testsof Concrete, these will be provided for in Addendum to Speclfl-catlons - Division I, Section IC(n) Inspections - herein stated:
la. Speclal inspection will be requlred for all concrete,
cast-in-p1ace 1n footlng, foundations and walfs as per
building inspector.
l-b. Speclal inspection of alI reinforced masonry w1l-l be
required as per bui-1ding inspector.
l-c. A11 weldj"ng on job site are connections of fabrlcated
members whlch wi-11 comply with appropriate sectlons
and tables ln Chapter 2f and will be inspected as per
building lnspector.
STREET r DENVER, COLOFADO 80206 r TELEPHONE (303) 355-640011 27 RACE
v2.
v3
y'r.
y'r.
V6
Frasler & Gingery, Inc -5-March 6, 1973
See Dlvision I, Section fC(n) or agent approved by bulldinglnspector..
Anending Dlvlslon I, Section lC(n)
2, Tests of concrete for uLtlmate compressj_ve strength sha11be made throughout the Job in conformance with Sectlon2605G) by an approved. testing agent.
In Dlvlsion If 2A(h), hereln amended to say; Under all_ slabson gr.ade, as noted and shown on the structural drawings, com-paeted natural soils will be provided.
In compliance with Section 2905(a) as amended by ordinancenumber 6, Town of Vai1, the flnlsh grade, 1n all cases, wllIvary from s1lght1y above, (6" or so), to far above, (!tto Br),the finished flrst floor as indicated in Sectlon 3/S-I .
The refenence to ACI - lpfl code as opposed to 1970 UBC codels rather trlvlal . Although unadopted by the UBC, the ACIcode is generally accepted as being more cuffent and moreeomprehensi.ve slnce the specificatlons printed 1n the UBCcode are wj-thout exceptlon that ACI code which was used J to! years prior to printlng of the code, 1.e., 1920 UBC codeused 1963 ACI code. Therefore, calculatlons and conslderatlonslnvolved here meet and exceed the UBC code.
The connections cited are adequate according to our structuralenglneer. If, however, additional ties may be required byBultrding Inspector, we wi-11 compJ_y.
Note that the bearlng capacities of spread footlngs recom-
mended were arrived at using the overaLl soils analysis andthere after statlng that the bulldlng mentioned would haveno significant settllng problems. Thus, the fact remains thatthe ultimate compresslve strength of the soils involved is
5000 psf.
{r.
,,Y
6.
1127 RACE STREET I DENVER, COLORADO 80206 r TELEPHoNE (303) 355-6400
o
coLoRADO 80303
ASSOCIATES
Mr. Bob Har f ord
Ilibberd Constructlon
1127 Race Street
Deuver, Colorado 80206
Re: VilJ-age Center lI
Dear Bob
The following comments are in response to your questions
which I uuderstand were proxopted by a plan revler,T authorized
by the CJ.ty of VaiL:
As epecified on Sheet S-2, all masonry work
below the second floor requires trspecial.
inspectiontt in order thac the higher sEress
values glven in the Uniform Buildlng Gode may
be used. The interpretat j.on of che ueaning
of rrspecial inspectionrr is, 1n our opinion,
the sole responsibillt.y of the buil'ding of f icial.
We have revlewed theto supporting nemb er s
26/54 and 27lS4, andwlth proper weldlng,theLr adequacy.
PLease Let me know lf you have fuither
regardi.ng either che structural deslgn
drawlngs.
444-.t951
Consulting Engineers
r,.,tl-\
/-ic,L rB.w
MEMBER
910 TWENTY.EIGHTH STREET BOULOER.
JOHNSON -VOILAND-ARCHULETA &
W. B.,JOiINSON
ROBERT H VOILANO
S. J. ARCHULETA
March I, L973
connectlons of bar j oists
, as indicated in Sectlons
are of the opl.nion that t
there ls oo questlon about
problens or questions
or the atructural ,
1.
,
Johnson
WBJ: fw
o
box roo r vail. colorado 8r657 . 3o3.a76.56r3
r'
r
a
Ma:rch 2,
TO:
19 73
TERRY M]}IGER
TOWN COUNCIL
PI..A}INING COMMISSTON
FROM: KENT ROSE
JIM LAMONT
RE:
The following recommendationsStaff after careful :review of
DIAI'IA TOUGHILL
STAFF REVIEW OF VTLLAGE CENTRX
:
:l
are made by the Town of Vailthe pnoposed p:roject:
1.
2.
We _feel approval should be given only for building rrB[
and that the ::emainden of the projecl should be r6viewedunden the pnoposed new zoning ordinance and master plan.
Temporary par"king should be funnished on the site forBuilding ?'A" "nd building "Btt (as shown on site plan)until such tine as pedesirian precinct masten olin andtnansportation terminal plans are cornpleted and adopted.At that time we suggest negotiations with Mn. Hibbe:rdi1 an atter^rpt to pr-viOe alt parking in the tnansporta-tion terminal or to pnovide airy on iite parking bl1owgrade.
ff appnoval is given, it should be sulject to an approvedlandscaping plan for both buildings, with particullrattention to the stream tract.
A11 trash areas should be scneened f:rom view.
We suggest that the exterior treatment of the building besoftened by the addition of wood veneer or other suitiotenatu:ra1 material.
'6. A11 signs nust be uppoou*a by the S:gn Review committee.
3.
$.
5.
rl
t'ciii .,t
!li!ii:
6 o
A rch i f eE !,y'ao. 'l lr ..t--r/ /'"oo
LeEa I Descr iption
Use Zor:e Qe-t , Does Use
F.A.R. Allowed ,r.;s-; / ,
' b//'F.1t.R. Actual .# ,
{ct ua I Square Foof age
Setback Requ i rements:
//,
+4 &.. t.;r.t:? 4
, 0ver (Undei- j
Frcnt _ /3- , Sides _1q__; Rear ./a
Con f o rm , az./ et-r4*'rr) /c.n-dL/rL/ ..L,,;-*-- ? E.. -7-- 6 t=aVVA-Lot S i te 6"-.4L?-:Jo_*:_, ?laza Creltt .&!: /t f,,t1..'4Allon,able Square Fccfcge _ <(/,6-:4.5-, __
Setback Provided:
'arking Required
lront /9o' , Sidcs 7-sfrq'At' , Rear tr:/.'-,,6Hs.8
incovered d1
4(-. 4d ^..Prirkir-. Frovided: CovereC
-i7
! t-1rl4tlryryrys'/ -e o
/r' e o i1,{,o i "-/ 1?'/s!€
lar .A '.'/tP2
bC' z- s' itA a *.t Ji',4.R. Ai.j l) 'ARl(lli'l CALCULATICIj S
:-5 '
tX 3a. ..-
, x 7J'
'jzr x 6tr
i3.)trA 7
7,s' Y </'e t'
/r- X, F,f
6'i- x 4o,?'-
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'.r,/l Iaft ,/-, -J,/ W {fu-?L,L1-<'47
]OMMENTS ON REVERSE S IDE
I
:ifI i:
GSNER.AL
, Owner,/Contractor:r A.rehitegtural DesignrStructural Design:, . survey and Topography:
BUILDING DATA
Use:
Occupancy Group.:
Type of Construction:Fire Zoner
Stories:Total Floor Area:.
Occupant Load:
Cod.e:
Seismic zone!
Valuation:
ST'UMARY
PLAN CHECK - VILT.AGE CENTER
- f970 EditionVail - ordinance
Hibberd Construction ComPany
Robert J. Harford,' Designer
W. B. Johnsonr P. E.
Kenneth E. Richards, P. E. r L.
Kal Zeff and Associates
Apartment House
HII
III
7
33,400 square
L67
S.
Feet
Uniform Building code
as amended by Town of
Numbers 6 and 14I
$701,400.00
FrwfiEr & Gingery, Inc,
cotvsuLl-twG EwG\|vEERS
2840 SOUTH YALLEJO STREET
EHGLEWOOO COLORAOO 801 IO
f€LEPHONE 303 76r-4860
March I,197 3
PART A
REVIEW FOR COMPTIANCE WrTH OCCUPANCY, TYPE OF CONSTRUCTTON
AND EXIT REQUIREMENTS
Items found to be fully or partially in violation of the
Code are listed in subsequent paragraphs:
A11 openings in exterior walls should be protected by afire asseubly having a 3/4-hour fire-protection rat5-ng
when they are less than 20 feet frorn an adjacent property
line or center line of publ-ic space. East rqal1 of the
building should. comply. Section 1903 (b).
Structural Members
1.
2.
3.
A11 structural frameresistive provisions
hour fire resistive
Floors
rnembers should comply with fire-of Section 1903 (a). Note that 2-protection is required.
Floor construction should comply with fire-resistiveprovisions of Section 1903 (a). Floors should be of
2-hour fire resistive construction.
4. WeF Standpipe
'Wet standpipe system should comply with the requirements
of Section 3804. Details should be given so that the
review for compliance can be rnade,
5.Balconies
Exterior balconies should, be constructed of noncombustible
material-s. Note that the plywood and wood is specified on
the details, (Drawing A-13). Section 1710.
/ TANDCIVII, ENGINE€RIXG SURV.EYING / STORA4 DRAINAGE / STRUCIURAT / TRANSPORTAITON / WITPN & 5ANITATION
-2-PIan Check - Villase Center
March I, 1973
6. Mechanical Room - First FLoor
AlI openings into the mechanical room should be protected.with a self-closing fire assembly having a minimum l-hourfire-protection rating. Vents in the west wall shoul_dcomply. Section 3320 (a).
7. Door Swing - Mechani,cal Room
Exit doors should swing in the direction of exit travel
when serving any hazardous area. Note that door (39) tomechanical room d,oes not comply with this requirement.Section 3303 (b).
8. Roof Covering
Roof coveri-ng should be fire-retardant as for the require-ments of Section 3203 (c). Note that 400 1bs. per roofingsquare of gravel is required, whereas only 275 1bs. ofgravel is specified.
9. Exit Enclosures
All exit doors within the exit enclosures should be pro-
tected by a fire assembly having a fire-protection ratingof not less than I L/2 hours. This informatj-on should begiven on the drawings. Sectj-on 3308 (c).
l0; Corridor
Every door opening in the walls of a corridor should beprotected with a smoke or draft stop fire assembly in
compliance with the requirements of Section 3304 (h).
This information shouLd be given.
11. Ladder to the Roof
A steel ladder shouLd be provided for access from floorof the top story to the roof surface. Ladder should con-form to the requj-rements of Section 3305 (n) as amendedby Ordinance No. 6, Town of Vail.
-3-Plan Check - Village Center
March 7, l-97 3
L2. Stairway - Roof Hatch
Required interior stairways extending to the top floor
in the building 4 or more stories in height should have
provided an openable roof hatch in conformance with Sec-
tion 3305 (1). Note that none of the stairways complies
r,rith this resuirement.
13. Trash Chute
Openings into the trash chute should not be located in
exit corridors or stairways. Note that the trash chute
located in the north side of the building does not com-
ply with this requirement. Section 1706 (c).
14. EJngrgency Windows
Windows in the sleeping rooms should have a sill height
not more than 48 inches above the floor. The information
shoulcl be given. Section 1304.
15. Light - Habitqhle Eooms
A1f habitable rooms within a dwelling unit should be pro-
vided with natural light by means of windows or skylights
with an area of not less than 1/I0th of the floor area of
such rooms. Window to room 53 and 1l does not comply.
Section 1305 (a).
16. Ventilation
,', In bathrooms, water closet compartnents and, similar rooms
a mechanical ventilation system connected directly to the
outside and capable of providing 5 air changes per hour
should be provided. It is doubtful that the duct system
alone is sufficient without the installation of the exhaust
. fans. Section 1305 (a).
L7. Wa1ls - Toilet Rooms
Sanitation provisions
of Section 1711 (a).
toilet room walls is
should comply with the reguirements
Nonabsorbent finish and backing for
required.
18. Stairwayr - Risers a.nd Treads
Risers on stairways should not exceed 7 L/2 inches and
runs should not be less than 10 inches. This informa-
tion should be on the p1ans. Section 3305 (c).
19. I,andings
Every landing should have a dimension equal to the wid.th
of the stairway when measured in the direction of travel.
Note that this-dimension is not given. Section 3305 (f).
20. Handrails
iSdairway handr.ails should not be
above the nosing of treads. The
cified on the drawings. Section
-4-Plan Check - Village Center
March L, L973
2L,
placed more than 34 inches
dimension should be sPe-
3305 (r).
permitted to flow over
where the drainage
on the plot Plan.
Every required stairway should' haVe a headroom clearance
of not less than 6 feet 6 inches. The dimension should
be given. Section 3305 (o).
22- Stairwavs - General
Stairway details shown on the drawings are incomplete.
Details should be submitted so that the requirements of
Section 1905 can be reviewed.
23. Guardrails * Balconies
Open guardrails should have intermed,iate rails such that
n6 object 9 inches in diameter can pass through. Guard-
rails specified for exterior balconies should comply.
Section L714.
24. Roof Drain.a_ge
Roof drainaqe water should not be
public property. The inforrnation
water is conveYed should be given
Section 3207 (e).
Stairway Headroom
- 5:-
Plan Check - Village Center
March 1, L973
25. Roof- Flashing
At the juncture of the roof and vertical surfaces, flashing
and counterflashing should be provided. Details should be
included on the drawings. Section 3209.
26. North Exit
The lst and 2nd floor laYout of
unclear. Required exit door is
p1ans. The discrePancY should
27.Floor Plans - Mechanical
Floor plan of the north side
incorrectlY on the mechanical
28. Rooqr Schedule
29.
the north exit area i-s
not shown on the floor
be corrected.
of the building
d.rawJ-ng (H-1).
is shown
Mechanical room on the first f100r is listed, as a bedroom
(56) in the room finish schedule.
One of the required
sure. Section 3309
Town of Vai1.
exits shoufd be
(b) , as amended
a smokeproof enclo-
bv Ordinance No. 6,
30.
The exit doors into the vestibule and into the encl0sure
should close automatically when released by activation
of a detector meeting the requirements of Section 4306
(b) 2. The door holding devices should be of an approved
type wfrich would reLeas6 the doors so that they would
cfclse in the event of a power failure.
Smokeproof Enclosure - Ventilation
-6-Plan Check - Village Center
l4arch I, 1973
PART B
REVIEW FOR COMPLIANCE WfTH ENGINEERING REGULATIONS
Items found to be fully or partially in violation of the
Code are tisted. below:
1. Special Inspqctions
Special inspection is reguired at aII times for the fo1-
lowing work:
a) Concrete
b) Masonry
c) Welding
Such inspections should be required by the specifications.
Section 305 (a) and Town of Vail Special Construction
Requirements.
2r Special Inspec!,or
Special inspector should be employed by the owner and
approved by the Building Official. Provisions should be
made in the specifications. Section 305 (a).
Tests of concrete should be required for all concrete
having an ultimate compressive strength in excess of
21000 psi. Provisions for such tests should be made in
the specifications in conformance with Section 2605 (e).
All required concreLe cylinders and slump tests should be
taken by an authorized agent of Materials Testing service'
Concrete cylinders should be collected, cured and tested
by this agency.
4. Slabs On Grade
Discrepancy exists between the specifications calling for
the slabs to be placed over the gravel base, and the draw-
ings where slab placed on compacted natural soils is spe-
cified. Specifications should be corrected-
3.
-7-Plan Check - Village Center
March 1, L973
7.Roof Framin
Roof framing
appear to be
culations be
connections shown on section ]6-pa and 27-54
i;;;;;;"1 -it i"-i""o**tnded that the ca1-
suurni[ted for a review'
5. Footi.ngs.
In no case should footings extend less than 3 feet' 6
inches below ttle finist'tO gtaJe' tfti" information should
be given on tt. ctrawings' -seclion zgos (a)' as amended by
ordlnance No. 6, Town of Vail'
Design should be based on 1970 !!1tio1 "f "!11I:5P
Building Code". ifln""gh ecr-fg7l Code is commonly
accepted at prese-ntr--it-tt"= not been adopted' by UBc'
8.
Note that the bearing capacities of spread.footings
recommended by tfre S5ifs Engineer were arrived at using
th" ."",*ptioi that the ruilding would be of four storyl
wood frame type construction. Determination should be
made whether the design criteria would remain unchanged
if tfr" present buildiig loads were considered' Section
2903 (c).
226't-offiW
o
February 28, 1973
TO: TERRY MINGER
TOWN COUNCfL
PLANNING COMMISSION
FROM: FRED HIBBERD, JR.
RE: BUfLDING PERMIT FOR VILLAGE OENTER, BUILDING B
Thank you for the opportunlty to meet wlth you l_ast Monday lnorder to discuss V111age Center construction plans. Becauseof a serj-ous tlme probl-em along with very serious financial-commi-tments, I am requesting that the Town of Vail issue abullding permlt for village center based on the following facts:
l-. On October 30r 1972, per:m1ssi_on was granted by the Town ofVa11 bo excavate for Bu11d1ng B, Vlllage Center. On that
same date, a Notlce of fntent to Excavate was on file withthe Department of Labor and Employment, Dlvi.sion of LaborSafety Inspeetion Branch for the State of Colorado.
2. On November 2L, 1972, Permit No. 000210 was granted toHibberd constructlon company for the use of rlago construction
Company to make the sewer and water taps for Bui1dings A andB in V1llage Center. A11 permit fees have been paid.
3. 0n January 4, 1973, final and complete plans and specifi-catlons were submitted to the Town of Vall BulLdlng Depart-
menb and the fee of $21052.25 was pal_d by our check no. 1021and was deposlted to the Town of Vall General Account No.501-36-0. The pl-ans and speeifications comply with theUniforrn Buildlng Code as well as loca1 zonlng ordi.nances.
4. 0n January 29r 7973, I met wlth the Town Trustees relativeto the bulldlng permit.
In my opinion, I am in fu11 complianceand ordinances of the Town of Vall-. Ipernit for Bui]ding B be authorized andthls proJect shoul-d be viewed based on1ng permlt made on January 4, t973.
wlth all of the regulati-ons
request that the bulldlngissued. I believe that
my application for a bulld-
1127 BACE STREET r DENVER, COLORADO 80206 r TELEPHONE (303} 355-6400
Page TwoFebruary 28, 1973Terry Mlnger.Bullding Permit
The Town of vall- has had the plans and speciflcatlons 1n itspossession for !! days. Normal revlew, as I am told by theBullding Department, should take not more than 30 days.
r stress that a delay in the issuance of the building permlt
may well cause me to lose this project.
Slncerely,
//;fu
Fred Hibberd, Jr.
1127 RACE STREET I DENVEB, COLOHADO 80206 r TELEPHoNE (303) 355-6400
,.
FrEifi & Gingty, hn
C O N S TJ LTI lV G EIV G I J E E F S
2E4O SOUTH YALLEJO SnREE|
ENCLEWOOq COLORADO 80ItO
fELEPHONE 303 /61-1860
February 23, .|973
Mr. Jerry Aldrich
Chi ef Bui l di ng 0f f i c'ial
Town of VailP. 0. Box 100Vai1, Co'lorado 8'1657
Re: Vi l l age Center - P'lan Check0ur Job No. 452.01
Dear Jerry:
Thank you for selecting our firm to perform theplan check of the subject project. The drawings, specifi-cations and ca'l culations were received in this office onFebruary 15. 0ur preliminary take-off of general buildingdata is attached. llle expect to complete our review duri ngthe week of February 26. A prelim'inary report will bedelivered to you on/or prior to March 5, '1973.
If you have any questions regarding the referencedsubject, p'l ease contact us at any time.
l,le are happy to have thi s opportuni ty to provi deour servi ces to the Town of Vai'l .
Very truly yours,
FRASIER & GINGERY, INC.
Miles Hubik, P,E.Project Engineer
MH/ gb
Art.
CIVI! ENGINEERING IAND SURVEYING SIORA{ DRAINAGE SITUCTUNAI TTANSPORfATION WATET A SANITATION
General:
Owner/Contractor:
Architectural Design:Structural Des i gn:
Survey and Topography:
Soi I Investigations:
Bui I di ng Data:
Use:
0ccupancy Group:
Stori es :
Tota'l F'loor Area:
Val uati on (Bl dg. )
Permi t Fee:
P'lan Check Fee:
2/23/73
VILLAGE CENTER. BUILDING B
PRO.JECT DATA
Hi bberd Constructi on Co.
Robert rI. Harford, Desfgnerl.l. B. Johnson, P.E.
Kenneth E. Ri chards, P. E. , L. S.Kal Zeff and Associates, Ltd.
House
re feet
Apa rtment
u
7
33 ,400 sq
$70't ,400.$ Bze.$ qt+.
ua
00
50
25
t
F,r--?'t AP* 13
Aprt)L L9' 1973
Mr. Ken Richaxds
Richards Engineers
Bon 643
VaiL, . CoLonado 8L657
Dear Ken:
It has come to my attention that 99neal-+zx-az'-sonneLhaue been "hanging aroundtt- our iob site a{viLlage Center--fot no
a?pa1enE veason. ----- - '-'-
Ioun firm has been employed for the inspection of te-
infoycing steel placement, strubtuTal steel pLacement and qn| .
weld.ing -inspee tion requiz'ed by the Building Inspecton ' Ihis is
the enient Z1 your funeti.on in relation to our Vi,LLage C-enter iob
a.t this ti'me'. - We wi.LL not eatend payment for any houn for any,
person not connected. uith these paitieular instances' nor uiLL ue
'eutend paynent fon any eteessioe amount of- tine taken to,inspect
the paitibular 'actiuilies. An eupet,ienced engineer is abLe to
i,nsp-ect placed, reinforcing steeL, str,ucturaL steel or ueldi'n.g uety
qunZklg 'and. be able- to re-nder inteLligent eomments uithout ttuandering"
around- the iob si'te for extended Lengths of time.
As fon scheduli,ng of i.nspections, your office uiLL-b-e
noti.fied one day in adpancb, ^ore adpance notice if we,are abLe,
to prooide the -ne"nssary inspections. ]ther than qt these tdmesr
the'presenee of your inipectbrs is unnecessary and may hanper our
pnoductdon echedule.
We are eonfi,dent of your competency and I hope ue c-a'n-.
erpeet a good worki'n'g xeLati'onlhi.p uith youn firn. A copy of thi's
Leiter ds bei'ng sent to the VaiL Building fnspector.
SincereLy,
Bob Hanford
Project Manager
RH/cjL
1ftc: M?. Jenry Aldz'idgecc: Mr. Herman L. Harroun
1127 RACE STFIEET ! DENVER, COLOBADO 80206 t TELEPHONE (303) 355'6400
,.
:,!
t- ..rlL-I
I
April 25, 1973
Sincerely,
Bob Harford
Project Manager
RHrZc j1
cc: Mr. Jerry ALdridge/sc: Mr. Herman Harroun
NH
!*! L-lt:UCTION
t{r. Ken Richards
Richards . Engineers
Box 643Vail, Colorado 81657
Dear Ken,
I apologize for the misunderstanding concernin_g the
services of your firm. It was very unclear as to what the
Building Inspector was reguiring of you as stated to us. So,
when I ieceived certain information from Herman concerning the
questionable activities of some of your personnel , I reached a
conclusion that, unbeknownst to me' was unwarranted.
It has since been clarified by Jerry AJ-dridge exactly
what he expected your people to perf,orm and I now find that the
inspectioni requiied by him were in the realm of activities of
your Personnel reported. to me.
I wouLd again apologize for the misunderstanding and
ask onJ.y that your necessary inspections be kept as brief as
possible with regard. to any work which is to be inspected.
RIGHARDS ENGTNEERo{C.LETTT @F TRANSnflIT"TALF. LE
t+ M^l 73 oArE lJoB NO.
Morr 1A 1(171 I It1-?C
WE ARE SENDING YOU xF Attached n Under separate cover via the following items:
D Shop drawings n Prints n Plans n Samples E Specifications
D Copy ol letter E Change order n
P. O. Box 643
vAtL, coLoRADO 81657
Uai, 47Flfi72 Dewer 24+1521
TO lr{r - .Terry A1 dr{ ch
Town of Vall Buililing Departnent
PeeE Offlee Bex 100 VaiL' Colorado 816s7
Mr. Ilernan Harroun
I{ibberd Construction Co.
Poet Offlce Box 641 Vall, Colorado 81657
GENTLEMEN:
coPrEs DATE NO.DESC R IPTI ON
1 Inspectlon Reports l{ay 3 - May 9, 1-973 fffit^" center *rase b
:
THESE ARE TRANSMITTED as checked below:
E For approval
xfi For your use
E As requested
D Approved as submitted ! Resubmit-copies for approval
I Approved as noted n Submit
-copies
{or distribution
I Returned for corrections D Retu rn
-corrected
prints
19- tr PRINTS RETURNED AFTER LOAN TO US
I For review and comment n
N FOR BIDS DUE
REMARKS
COPY TO
SIGNED: Kenneth E. Richarde
\ fm troa* i.r 6rH &&6 artlt, rE, Im4 b!
tt cncloaurea arc not aa noaad, kindly notity us at once.
SPEC IAL INSPECT ION REPORT
TOWN OF VA IL
'ilil
f
ti
, .:i
-: ,';:
(
o
DATE
Project Name
CONCRETE:
LOCAT ION CORRE
tnspector l.FT&+,1r
(2.".5-7-cy
t0Ns UIREAPPROV E
ilLP
,1t"30 -5--z-z
7:, ;7 {Ti.-. 7t r -,",t' /, }v (
/dc'/( o''!{,/(,tti.,.k 1t 4ay'1*4(t:''), o,
11.1€q 4.:/ t tL! y-
PRECAST
ADDITIONAL REMARKS
I
I
II
l
)
i
:
'i
I
I
SPECIAL INSPECTTON REPORT
TOWN OF VA IL
Project Name
CONCRETE:
tnsp"c+or ftl,U K
(?t5:7-zS
4eB q; s
I | ,tt<DATE
/a'oa
Ua<
/ d:/{
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/d:16 t h
LOCAT ION APPRO VE CORRECTIONs RE
44Si,=77"2 )q
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F. -< 1 s-r4.t,| )-t ",,t'r-+ ! f--Yj .:'7\,.(')7, i ei(l-
STEE L:
PRECAST:
ADD IT IONAL
o
SP EC IAL INSPECT tON REPORT
TOWN OF VA I L
Project Name
c- as7-4
nspec+or FRAtiA;
.t /tlt-,DATE
12:aa
J:0a
/t .'./f
'i:l{/n
1Z: 0o 5
CONCRETE:
LOCAT ION
MA ONRY:
4e Eav-
STEEL:ht- /sr*'z
'W', t-t *t.es )a ci ^t /4tf ,,J:S
5'd lluis sLt^/J 6ei,"1atn
RRECT IONS R UIREOAPPROV E
j:. c
E-rt.! 4er,:.rt5 /..r 7--
'D'N'f* /sf tri.
"ta// -s,/a'b.. y'a-i f i.'i-.
:' i:r/.,-u /<'f ,/:- /'ri #e
*: :,r,t i.:'j-'*F, t ;,f, l', U r''
PRECAST:
ADD IT I ONAL REI.4ARKS
SPECIAL INSPECTION REPORT
TOI{N OF VA I L
Project Name
CONCRETE:
lnspector $-',-
C <t: /7r
| :qd
ORRECT IONS R UIRED
{/4i -fTO 'tJ'+,r / t f-. f i, lt:s;4.
6vn"4tuJ Ce//r ; (i,.,'.f)li,^$- c.
.ff.,'tet/.c tt- f/>/3 3 *-6<
Cctl'lcGft at,' aL/r&! Ud 4,- e:K_
PRECAST:
REMARK
Materllrc Testing S&vice
, q53l West 8th Ave.825 -5261
MATERIALS REPORT {o' Hibberd Construction
Job'No or t. O. 902-1
Date Tes ted : 5/ t+/V)Locati@
Mjx I.D.: 5t sk SlumP: 4" Ajr:tlt/Cu. Ft. :
Ai r Temp.: 5Oo Concrete TemP.:
Total Water: 15 gal + F A Moisture:
Max. Agg. S'ize: 3/4" Max. Size Load C'Y': I |,Jeather:
Time Batched: 9:l+O
Spec. P.S.I. at 28 DaYs:
Time Placed; 9:50 Time Testedt 9t55
Tested BY: PM & J-I - MTS
,tart cyLtNDERs 902(Set 9) 1@ l+5 Days
Cylinder Dia. 2@ 7 Day Cylinder Dia. 1@ 14 Day Cylinder Dja ?@28 Day
6.014 r9O1 6.015 26OL i;'o2o 31',79
6. c19 Lg77 (' ':l r /' ]l93
)L+3 5 "Average: rB89
REMARKS:
REPORT TO: Hibberd Constructi-on
Herman Herroun
CitY of Vail
Denvec Colo. 80204
Water TernP. :
Total Yards:
Also: Dillon, Longmont
Vail, Castle Rock
Truck 12
Ti cket #
7 432
a_t_Yt l'&
Yi el d:+ du''r 7a
t
tl
RICHARDS ENGINEER.NC.
P. O. Box 643
vAtL,coLoRADO 81657
Yall 476.fi72 DetIrlq ?44-t521
Department
Mr- ll!.yrnan l{Frro n
Illbberd Constructlon Co.
P.O. Box 641
Vai.l", Colorado
GENTLEMEN:
ffiTrT OF TRANsnfl[TTAL
lJoB NO
l4ay 3, 1973 I V3-25
TO
WE ARE SENDING YOU :g Attached D Under
D Shop drawings ! Prints
! Copy of letter I Change order
the lollowing items:
E Samples fl Specifications
separate cover
I Plans
vra
u
THESE ARE TRANSMITTED as checked
I For approval
Q*for your use
O As req uested
E For review and comment
tr FOR BIDS DUE
below:
n Approved
fl Approved
fl Returned
as submitted
as noted
for corrections
I
n
n
Resu bm it--copies for approval
Submit
-copies
for distribution
Retu rn
-corrected
orints
fl
19 t] PRINTS RETURNED AFTER LOAN TO US
pEg4pK5 Notel No deglgn mlx hae been submltted the Concrete any.
?
fon aoo - lfr Ath B6t d ldric, lF , Tffitn, [G..
ss ,t onct.
COPY TO
SIGNED:
lf €nclosures ,ae not as notad, kindly notilll
Kenneth E. Rlbhards
\
Project Name
CONCRETE:
LOCAT I ON
SPECIAL INSPECTION REPORT
TOWN OF VA I L
APPROV EDATE
y'A c/z)
'oa ,7Q
/,'t o 2-7
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2- -J- u./ 1tz z r,e
/=, t' ir. l/L.zJ-
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tl ut: i.t::-7 7
7
32.r-j :- -'
lnspector
CORRECT IONS REOU I RE
': .' ,1, c7r g/ /.|--tlt u'e51-
Lat'* // 3: Te,-e I
/I/, .- rq A.> r t"/i' l
/e'/t r, tx' O;1 '
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lr-'r- /r. S.L
c-p
' l4*// .s'a " t-4 'u t t ts
Z t" o ,/P o ..." ;'74 L{/, 17
STEE L:
PRECAST:
eci f
T IONAL REMARKS
ilAtEllALg REPORI fot
Job t{o or l. D. 902-1
Date Tested V)an)
MixI.D.:5Bk Slun':
llater Terp.:
Total Yardr:
llax. Agg; Si ze:
Tine Brtched:
Spec. P.S.I. at 28 Drys:
Cyl'inder 0la.
6,0o4
Hlbberd ConstnratLm
l-rt" Air:
Ai r Terp. :
Total l'later:
l'|ax. Slze Load c.Y.:
Tlm P'laced: ltOO
Locrtlon: Yall Vl11age Center
Also: Dlllon, Longrnont
Vcil, Castlc Rock
Truck
Ti cket #
Ylel d:I'lt/Cu. Ft. :
Concrete TenP.:
F A Molsture:
l,leather:
Tlme Tested:
Tested By: Hibberd
6resr CYLINDERS 9O2(Set 8)
1O7 Day
2797
Average:
REMARKS:
Hlbberd
Hernan
Clty of
Cylinder Dia.
5.998
Cylinder Dia 1@ 28
6.015 1t229
1@14 Day
)504
Day
Construcbion
Herrotur
Va11
,,1
REPORT TO:
flresr CYLINDER3 902(set 7)
Cylinder D'la.
6.ol-2
6,O25
2A7 DaY
2t+)L
2?.80
Cylinder Dia.
6.016
hing Service
Truck 15
Ticket #
7t+o7
Cylinder D'ia 29 28 DaY
6.010 l+Lzl+
6.015 )976,
tflso /
Also: Dillon, Longmont
Vall, Cestlc Rock
F
l53l West Eth {Ye,E;;';c"L80204
uAtERlALs REPoRT tor Hlbberd CdlEtsctton
Job l,lo or r. o. 9O2-1
Da." Tesred z uzt/tt Locrtion: xiiittlilli;ii!"""r,.,0,
Mix I.D.:}t Slu"p' 3t Air: 4'5 "'. |ltlCu'Ft'
llater Telnp.: Air Temp':50o Concrete Tenp': 48o
Total Yards: l+2 Total blaten F A Molsture:
ttax. Agg. Slzez )/b Max' Size Load C'Y': 9 l''leather:c1ear
Tlnn Batche 67 Lt55 Tlme Placed z 2t?5 Tim Tested:Z2bO
Spec. P.S.I' at 28 Daysl 3000 Tested By: LETrdte
1@L5 rlayt
1@14 DaY
lzZ9
Average:
REIAARf,S:
2)55
(
-[fl\,I t f
'lrni
H
H
REPORT TO: Hibberd Construct'ion
Hernan Herroun
CttY of Vail
oJ(( {all v RICHARDS EttcIXttRS, rNC.
Port Offtc,c ld 643
Vall, Cbloredo 81557
475-5072
CONCRETE. }IASONRY AND BEIIIFOTCNTC CTIEL llFBT
lor:
Coac,r6tc Pl"sccoeat
Drt.Tlllo Ilcrthcr .t.F Locrtlon 81rry 6?Uad.r.
'tn/1"?:?d |tu.f, n;aU/e {fa. nul?r ktotty
tpa // 4-- ) t<, 7- j-z^^o.>te-l '
6*t rU fit Sout?r/,i? attoferul
lllronrv Irrroectlon
a.,tade.?t*J
blnlorctar Steel
ar, -rau'-d
art Lc. u,e 'E epe 6c
n ale-p fe>
aa1"c.cl*'-/ly 1'! f
'J.
P.
rtcr
lg t
',oA,
rNsPErlo*
TOWN OF
F|EEUEST
VAIL
oare 2& lvla:. zS JoB NAME
T|ME RECE|VEo ,l , 3r AM J.!y_ CALLER
or*r* Iil- &^I,*E Epenrral.
l57A
READY FOR INSPECTION
WED
l*
I Rn
TUEMON
cbnartaenTs:
^*FRt nl AMP|IL
I eppRovED -do,sAPpRovED
D upoN rHE FoLLowrNo.o{"}r,o"r,X*ttNsPEcr
CORRECTIONS
- t o^r flr-,\,...'. jrzil" cr.r l-;->t...'...,n.,
RICHARDS ENGINEERSIING.
P. O. Box 6,4!l
vAlL, coLoRADO 81657
Vall 475.,5O72 Dcmer 244"1521
To IrIr. Jerry Aldrich
Post Offlce Bor 100 Vai1. Colorado 81657
Mr. Hermaa Harrouo
Hibberd Construction Co.
Post Office Box 641 Vai1, Colorado 81657
GENTLEMEN:
WE ARE SENDING YOU ExAttached n Under seoarate cover via
, n Shop drawings E Prints
LETTT @F TRANSnflITTAL
DATE I JOB NO.
vtav 24. L973 | V3-25
the lollowing items:
I Plans n Samples ! Specifications
n Copy o{ Ietter ! Change order i--r
COP IES DATE NO.DESCR IPTIO N
1 Inspection Reoorts
-
Mav 17 - Nlav 24- 197i Vl11aoe Center Phnse TT l
F, }.?r\Liar 74
THESE ARE TRANSMITTED as checked below:
I For app roval
nE For your use
fl As requested
fj For review and comment n
tr FOR BIDS DUE
n Approved as submitted ll Resubmit-copies for approval
D Approved as noted ! Submit
-cooies
for distribution
n Returned for corrections n Return _corrected prints
19- t] PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: Kenneth E. Richards
Im 2a60- i, ql-r&tB s.rL, r.,. la!.4 rrn-
,t enclosures ere not s3 notad, kindly notity lrs rt once.
SPEC tAL INSPECT ION REPORT
TOWN OF VA I L
Project Name
(-c,C r' ,4
DATE i LOCAT ION IAPPROVE
rat,/ .'l/arVc.; u' ,
.nrl fl- t/<b t'u'e.tl'-s'
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2.da
{. {c
ONCRETE
ti {: f ,t.' L-
CORRECT IONS REOU IRED
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PRECAST:
DD IT I Oi..IAL RE}4ARKS
SPEC IAL INSPECT
TO'I{N OF
ION REPORT
VAIL
Project Nane
r nspectorafufullf(:'cir 2'71-
NCRETE:
| | tu\'4 T IONS U IREoATE ! LoCAT loN IAP-PRoVE
ll t 4'f
'). :l -lt J l/
RY:
(e'd.z\
TEEL:
1..., t // /-, +: t ,
'/- ) t.,''
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sr-e /;tlp
8:?f 5,
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a u l-,/z/P
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tl ,:'t<.' A 17 kAST:
,-,!. tLt. ai. ra f / I:.'- , I-_r I'.=(P
t/, , I i'|^ffi i,.i;J ,..t,
{; "{ -' ;'/ ,..' .: t.' / -z+.i A^x../,)
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t /.L ( a.' j ! ; .,- Jrt
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1'-( 7t f :;.
lr/,'t s 5' 1o
b "'.: 21 ,.t{ {)ADD IT IO L REMARKS
7'.,i -rrt lz.t',
".t.J
"q531 West 8th Ave.825 -526r
ls Testing S?ruice
t
Materia
Location: 2n6 fl-oor sl;lbs
A.ir: 3 .2 Wt/Cu. p1,171y.6 .52 Yi el d:
1,o 14 DaY
4.()))
Denver, Colo. 80204
MATERIALS REPORT for
Job No or L D. 9O2
Date Testedz5/21,/73
Mi x I. D. : >it 51 ump:3 "
Water Temp.:
Tota'l Yards: 2/'
Max. Agg, sizezS/t
Time Batchedi()22:i
Spec. P.S.I. at 28 DaYs:
TEsT CYLINDERS ),J'2(L?)
Cylinder Dia. ?J7 }aY
6.010 zLt+3
6.or2 ?_L77
Average:2L60
Also: Dillon, Longmont
Vail, Castle Rock
Truck l- 5
Ticket # 7556
Air Temp., 5Oo
Total WaterrrS0 Aal.
Max. Size Load C.Y.:
T'ime Placed: l0:50
Concrete TemP.:
F A Moisture:RII JUN2519R
lrieather:
Tjme Tested:ll:00
Tested By: l+#-
Cylinder Dia.
5.998
Cyl inder Di a
o.v4J
6.OL3
"2 28 DaY
3124
??RA
1.1 45Dag
REPORT TO:
RTcHARDS j1:l?lf-rfc.
vAtL, coLoRADO 81657
LtrTTil @F TRANSNflITTAL
DAT| IJOB NO.
l{av 18. 1973 | V3-25Vail 476.5O72 Denver 244-1521
To Mr. Jerrv Aldrieh
Town of Vail Building Department
Post Office Box 100 Vail-, Colorado 81657
Mr. Herman llarraun
Htbberd Construction Co.
Post Office Box 641 Val-1, Colorado 81657
GENTLEMEN:
WE ARE SENDING YOU * Attached Ll Under separate cover via
D Shop drawings f] Prints
the following items:
E Plans D Samples D Specifications
D CoPy ol letter E Change order tr
COPIES DATE NO.DESCRIPTION
I Insoection Reoorts Mav l-0 - L6. L973 t/ vlu"n. a."a"r tn"". -)
trL;-1t lV'\ rr, i ? 3
THESE ARE TRANSMITTED as checked below:
fJ For approval
1p For your use
E As requested
[1 Approved as submitted n Resubmit-copies for approval
D Approved as noted D Submit-copies for distribution
D Returned for corrections fl Return
-
corrected prints
19- U PRINTS RETURNED AFTER LOAN TO US
I For review a nd comment tr
N FOR BIDS DUE
REMARKS
COPY TO
SIGNED: Kenneth E. Richards l/
,f €nc,Osu.es are nol as noted, kindty "t,r,b'' t40- r- r# &ffir sdrt ., !s 1tu.lr.r
SPEC IAL INSPECT ION REPORT
TOWN OF VA IL
Project Name
CONCRETE
Inspector FrtA /"'k
€d-r 7'-4
-lr
ll
{,,
nvP DATE LOCAT ION APPROVED CORRECTIONS REOUIRED
t2.q
:to
rl,'u/>/s'tf/, sl,rb
tL,e.r {- ri ,/e S4
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F., c f r ) tf ."-!z'
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STEE L :
[f.E, ",r ,<.ii. L'et,a,.i-1,
ECAST:
ADDITIONAL REI"lARKS
. #, b: y'.tl t'',''""'
+1. _t, t, *.->,1 -i ,:1=.7i::;-i --r-:-/i
c[*---*, -')l -l ,^e' iy ,.', /t' 5:',,
t)
SPECIAL INSPECTION REPORT
. TOWN OF VA IL
Project Name
CONCRETE:
tnspector+frJr'a ^/4'L- cl t- ,/:1
i At{DATE LOCAT ION CORRECT IO
/ p c--r,o-l
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>_ ; lr*
-l
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APPROV E
Tfi,e-ur- .,t(,{L! s- /ur-.I,
4h Out:,-t ( dv^-pa.i,x1
2".-4f/- uras/':
AS NR
slrht - bV s r r),;l e.
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f/z g e/lS t b art ti.le,'. i'f
/vt,.-,'!+-*/'P d \- r-
<Jt - t.- .
6/zt tYo,:-! ):(i r .\-r.., . r-.
STEE L:
RECAST:
ADDITIONAL REMARK
Mate ls Testing
I
Ser UIGE
t
I
na
fl1531 West 8th Ave.825 -5261 Also: Dillon, Longmont
Vail, Castle RockDenver, Colo. 80204
Date Tested | 5/L6/73
Mi x I. D. : 5i- 51 umP:
Water Temp.:
Tota'l Yards:
Max. Agg. Size:
Time Batched: 8:00
Spec. P.S.l. at 28 DaYs:
iTEST CYLTNDERS
Cylinder Dia.
6,ozt+
6.oog
9oz (serri)
Average:21"70
REMARKS: leport to:
MATERIALS REPORT for Hibberd
Job No or l. D. 9O2-L
1e 14 Day
?,. qo
Weather:
Cylinder Dia
6.oLz
6.010
Truck nr.r
Ilcke{T1 522
28 Day
4051
?o1 ?
3982
Location: 2nd Floor Slabs
l+n Ajr:2.8 !lt/Cu.Ft.:11+8.28 Y'ield:
Air Temp.: t$ degrees Concrete Temp.: 55 degrees
Total l.Jaterplus 10 gal. F A Moisture:
sunnyMax. Size Load C.Y.:
Time Placed:8:J0
Tested BY: P. l,lal one
Ti me Tes ted: 8t l+5---- Rtt JUN 1 41973
2r0 7 Day
2266
2073
Cylinder Dia.
6.006
Town of Vai-lliibberd Construction
Herman Herroun
V
VrLL\E Cc'rrT€R
REPORT TO:
4 o
Materia
825 -5261
6.015 3852
Also: Dillon, Longmont
Vail, Casth Rock
6.o18 37y7
6.0o8 3810
3 803
r'c531 Wesf 8th Ave.
bbn"er, Colo. 8O2O4
6.0L5 z)ag
6.015 zSjo
o
ls Testing Service
ilATERTALS REPoRT to, Hibberd. Construction Ilugk \5
robNoorr.D. go2 (set 1o) ffi
Ticket # 7475
\#
Date Tested z S/to/Zl Locatlon: 2nd floor slabs
some small walfs
Mix I.D.:5b-3/4" Slump: 4" A'ir: 2.2 t'{t/cu.Ft,: L47'76 vield:
l,later. Tenp.:Air Temp.: 45 degrees Concrete Terp.:
Total yards 2 2J yards Total t{aterho water added A Moisture' tl[I JUN 141973
Max. Agg. S'ize:Max. Size Load C.Y.:l.leather:1.1"
Tinre Batched:6:30 Time Placedry31o Tjme TestedT:2O
Spec. P.S.I. at 28 DaYs:Tested BY: P' Malone
. TEsr cyLtNDERs 9O2 (Set 10)
]'cylinder Dia. 2@ 7 Day Cyl.inder Dia. td4 Day cylinder Dia 2q28 Day 10 L5Day
Average: 2309
REMARKSI
REpORT TO: Hibberd Constnrction; Hernan Herrorxt; Clty of Vail
Mate
o
a
na ls Testing Service
-1531 West 8th Ave.825-5261 Also: Dillon, Longmont
Vail, Castle Rock
Truck 14
Ti cket #9056
{?rA4
n[ JU1 131973
Yi el d:
Tes ted By:
6.011
6.o09
L825
1918
u)
Cylinder Dia.
6.012
1@ 14 Day
26L7
Cylinder Dia
6.or3
5.016
2E 28 Day
3].57
3279
1@ 45 Day
Average:
REMARKS:
l-t72
REPORT TO: 9166""U
I
3t68
Corstnrction;
Denver, Co|o.80204
MATERIALS REPORT for !li!!s"
Job No or l. D. 9Oz
Date Tested 6/VZl
Mix I.D.: i$ SlumP:3$
llater Tenp.:
Tota'l Yards: L&r
Max. Agg. Sizez)/11
Tjme Batched:7:O0
Spec. P.S.I. at 28 DaYs:
\rEtr cYLlNDens 9o2 (Set
Cylinder Dia. 2@7 DaY
Locati on:4
Airt 3.$"rt
Air Temp.: 51o
Total Water:-125
l.lax. Si ze Load C. Y. :
Time Placed: 8:OO
RIT JUI
Floor Slab
l,ltlCu. Ft. :
Concrete TemP.: 6Z0
F A Moisture:
Weather: sunny
Time Tested: 8:15
Heman Herrounl City of Vail
RTGHARDS ENctNEEotNC.
P. O. Box 643
vAtL, coLoRADO 81657
Vail 476..tO72 Denver 244.1521
To ltlr. Jerrv Aldrich
Town of Vall Bulldlng Departmeot
Poct Off{Cc 3or IOO Va{l, Coloredo 81657
trlr bberd GenstrueEien ee.
Post Offlce Box 641
Vail-, Colorado 81657
GENTLEMEN:
LETiCh @F TRANSnflITTAL
lJoB NO.
.hrne 8- 1973 | V3-25
Et-e', lA Jtru ?3
WE ARE SENDING YOU R Attached n Under
tr Shop drawings n Prints
n Copy of letter D Change order
separate cover
E Plans
the following items:
tr Samples tJ Specilications
Il
THESE ARE
tr
xfl
tr
n
tr
TRANSMITTED as checked
For approval
For your use
As requested
below:
[ ] Approved
! Approved
! Returned
as submitted
as noted
for corrections
I Resubmit-copies for approval
tr Submit
-copies
for distribution
n Retu rn
-corrected
orints
For review and comment !
FOR BIDS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:Kenneth E. Richards
tnr*!o Ii El& *lJrs s{ta, la.,lm.i,I-,
,t enclosures are not as noted, kindly notity us at once.
SPECTAL INSPECTION REPORT
TOWN OF VA IL
Project Nama
-t -/'''Inspector -= (
CONCRET
| /"1'€ATE I LOCATI lnppRovrqr'-'fL-r:I!t
ie /s' -rt., y'-l "i /iJ: Y-aT
a)./ v er I Tm:d'nk"j
,tror' " t*'71r'r:'!' ,7t ,,-tt tA- At>/c<-\ A e"it*t". -
7>-
,^lFF,z/ff.t0|:rTt, te
:1a..:'t,,.ss or-l)ft
/
SPECIAL INSPECTTON REPORT
TO},N OF VA tL
Project Narne
I nspector
s--\
..^j-_. (--
{': }o
f:-l-e-
{:It
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3 : ocl t . -J il cr,
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TEELEEL:E7V*r t o]*'f/ly' ('/ : ac'
.>- -' -! o
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ifi,,
REMARKS
SPECIAL INSPECTTON R€PORT
TOWN OF VA IL
Gr/-Pro j ect Narne
I nspector
DATE i LOCAT ION inppnov r
Y
{ Z:cta ;/-,''Wl
//, tf d e7, h'
Y."3o e/sbz fu * g,' j#' t- "<;'rs.+)
r--\
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EEL:
n./481 -4,{/-- 1- "z {.t' - 1-.:;t,4{s.u.
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"t :]c--* si - 5;o.) t ^' -,"<^...,rJ'rt;i'/; rn ",]'ru,Ji. I
fr/.:;T t2, f t t/4r/ *-' rF f t /'i!( F-rt-
] /a /rt,-1 r tt /it'n /,/M Y,
ffi /?t<-"; rs 1i4,V'"',, '.'. :1 *'J ut.1,:.1/4
7u {-ort' 7t- zl-!- lrl a ,t ui . 4 P ('e pt,"t.>^4af ,
DDI T IONAL ot' d l1;* ,
wI uc^(
t
825 -5261
Hibbe
Locat'i on: 6th FIoor, Floor Slabs/Southend
Air: 3.4oy' Wt/Cu.Ft. : 144.6 Yiel d:
Concrete TemP.: 5jo
gal. F A Moisture:
9 Weather: clear
Time Tested: 9:15
Tested BY: pat, & Dcn
1 Hol-d
9oz (Set 16)
Air Temp.t 5Oo
Total Water: + ZO
Max. Size Load C,Y.:
Time Placed: B:20
'e I
Material$ Testing Service
.ffi'531 West 8th Ave.
benver, Colo. 80204
MATERIALS REPORT ior
Job No or t.O. goz
Date Tes ted $/22/73
Mi x I. D. : f| sk 51 ump:
Also: Dillon, Longmont
Vail, Castle Rock
I rucK l-o
Water Temp.:
Total Yards:
Max. Agg. Size:
T'i me Batched:
Spec. P. S. I. at
TEST CYLINDERS
Cylinder Dia.
6.o1'z
5.996
Cylinder Dia.
6.oo5
Ti cket #9?93
Rrt Aug 301973
2@28 Day
z86b
2899
Cylinder Dia
6.009
6. o0g
1@
6.008
5,'
18
3/4
8:00
28 Days:
2@7 Day
1 .7 0.1
L778
1@ 14 DaY
23gO
HOLD
3118
2882Average z 1787
REMARKS: Mountain Mobile
Construction;REPORT TO: g159""6 Herrnan H errnun I \JT UJ of VaiL
Denver, Colo. 80204
ll
Materials Testing Service
l53l West 8th Ave.825 -5261
M^rERrALs REpoRr {or Hibberd--v"ir{*kg9S"ern*:'r',- , 0 1q73 liillluurr'
Job No or t'D.9Az
Date Tested, 6/tg/Zl Location:Floor Slabs 5th Floor
Mix I.D.: 5* Slump: 3re Alr:)/, t^ltlCu.Ft': 1115.60 Yieldr
iiater Temp.: Air Temp. i 4go Concrete Temp':5ro
Tota'l yards: ]B+ Total lrtatert 65+ F A Moisture:
Max. Agg, Size: l/t, Max. Size Load C.Y.: 9 lieather366e sun
Tine Batched: ?:lo Time Placed: fo:10 Time Testedr 10:t'o
Spec. P.S,I. at 28 Days: 3000 Tested By: P' liaione
rEsr cYLtNDERs 9c2 (set ].5)
Cylinder Dia.2a 7 Day Cylinder Dia. 1?14 Day Cylinder Dia 'D28 Dayigllold
6,025 2255 6.oo8 2776 6'013 29oz
A .l o 22\(, 6.cl-5 3209
v.,JL /
Average t 2255
REMARKS:
rn(A
REPORTTO: Hlbberd Constructlonl l-'lerman l]erroun; 0it'1 of Vail
Also: Dillon, Longmont
Vail, Castle Rock
t/
TN Mr. Jerry Aldrich __
Town of Vail Building Department
Fes s 0f f ic,e-Box-f00--
Vail, Colorado 81657
Hibberd Construction Co.
Post Office Box 541' Vai1, CoLorado E1657
GENTLEMEN:
RICHARDS ENGINEERSd{C.
P. O. Box 6i13 It
vArL, coLoRADO 81657
Vail 476.5972 Denver 244-1521
LE Trqt @ F T[q]A[,,!SAfl ITTAL
the following items:
D Samples tr Specifications
WE ARE SENDING YOU fii Attached -
il Shop drawings I Prints
tr Copy oi letter D Change order
Under separate cover
il Plans
vta
D
lJoB No.
June 15- :t S7i i V3-25
Ittrr .i1rN251973
Tfl[SE ARE TRANSMITTED as checked below:
n For approva I
f* For your use
tl As requested
I For review and comment
- FCR BIDS DUE
! Approved
n Approved
I Returned
as submitted
as noted
for corrections
n
tr
tf
Resubmit-copies for approval
Submit --copies for distribution
Return
-
corrected prints
tr
19 D PRINTS RETURI{ED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: Kenneth E. Richards
tb ?l&o - h|' (.lrrid 3wd s-'i.^ r* . IF..n la
lf €nclosures are nol as noted, kindly notity us at once.
o
Proiect Name-1
SPECIAL TNSPECTION REPORT
TOWN OF VAIL
€ Gt rAr.
lnspector J-- C
I_t*it
lt:oo
*E;se.
ATE i LOCAT ION APPROV E
.'v' fri" Sf,,r'z:.7'
1".+., r.!r+/ rr(,tz/r, .,
12, Ft- t- rrf s,,{<--
7'" B s \tr,ffil
41- oo
/1 '+r
il;1a
f/tt +^-i.- <"'^oi itprJiA sE__
/t/rs ie.rnr:'ilr*t{'J,td-, \-
--f----'7--'---"?E-)' t -'{ih {4f-,o I t./'z-ltr-c
,t2 ei" >, .n P" o r zt-
"?-'ia r-l-4 izt o -.
DD IT ION
l!'t4
Denver, Colo. 80204
Average:
REMARKS:
2O31.
REPORT TO:Hibberd
Also: Dillon, Longmont
Vail, Castle Rock
Truclg4
Ti cket #9t94MATERTALS REpORT lo,Hlbberd
Job No or l.D.90Z
Date Testedt 6/Ij/7j
Mix I.D.: 5*
Water TemP.:
Total Yards: 18
Max. Agg. s:zez J/l+
Tirne Batche dt? z]'Z
Spec. P.S.I. at 28 DaYs:
TEST CYLINDERS 9O2 (Set
CylinderDia. :gTDaY
6.022 L92l+
6.00z zLJe
Consbructl
Air Temp.:560
Tota] |.later:+35
l-fax. Size Load C.Y.: 9
Time Placed: 6:l_O
3OOO Tested BY: P. Malone
1 Hold
Cy'li nder D'ia 2928 DaY
6.ozj loo4
6.0r-9 )t+37
322L
u)
Cylinder Dia.
6.006
1@ 14 DaY
2622
Materitn f Test i ng S?tv i ce
'1531 West 8th Ave.825 -5261
Location:2nd Sec. 5th Floor S1abs
Sl uirp: 2 )/l+ Ai r: l.li Wt/Cu. Ft. : 1L7.O0 Yiel d:
Con cre te Temp. : 5 ao -. * b tst
F A Moisture, qg \$V
Weather: sunny
Time Tested: 8: t5
Constructionl Herman Herroun;City of VaiI
'ry531 West 8th Ave.825 -5261
I
Materials Testing
I
Se rurce
Total Water:+35
Max. Size Load C.Y.: 9
Time Placed: 4:10
3000 Tested
TEST CYLINDERS
Cyljnder Dia.
6.ozz
6,ao7
Denver, Colo. 80204
MATERIALS REPORT
Job No or t. D.902
Date Testedt 6/t:/ll
Mi x I. D. : 5Je Sl ump: 2
t{ater Temp. :
Total Yards: la
Max. Agg. Size 3/l+
Time BatchedzTzL?
1o,'ll ibberd Constructio illage Center
Location:2nd Sec. 5th Floor Sfabs
3/t+ Air:3.1+ tJt/Cu.Ft.:11+7.00 Yield:
Air Temp.: 690 Concrete TemP.: 5qo
F A Moisture:
lrJeather: sunny
Time Tested: 8:15
!'r'
Also: Dillon, Longmont
Vail, Castle Rock
Truch r,
Ticket #gtg+
By: P. l,lalone
902 (Set
2@ 7 DaY
L924
2r)8
r+)
1 Hold
Cylinder Dia 2s28 Day
Average:
REMARKSI
?alt
REPORT TO:Hibberd
Cy li nder Di a.1-@ 14 DaY
Construct i- on;Herman Herroun:Vail
RTCHARDS ENGINEERT\C.
P. O. Box 64il
vAtL, CoLoRADO 81657
Vail 476-5O72 Denver 24rhl5!11
Mr. Jerry Aldrlch
Town of ValL Buildtng Department
Post Office Box lOO
Val1, Colorado 8l-657
Hibberd Construction Co,
Post Office Box 641
Vail, Colorado 81657
GENTLEMEN:
LETTT @F TRANSnflITTAL
DATE IJOB NO,
Julv 2. 1973 | v:-zS
ATTENTION
TO
WE ARE SENDING YOU :f,* Attached n
n Shop drawings n Prints
n Copy of letter fl Change order
Under separate cover
! Plans
vra the following items:
! Samples n Specifications
n
coPrEs DATE NO.DESCRIPTION
I
-
Inspection Reports June 15 - June 26. Lg7{vlllage Center\ase II
RU JUL 6 1973
THESE ARE TRANSMITTED as checked below:
{l
fit
!
n
tr
L]
For approval
For your use
As requested
For review and comment
FOR BIDS DUE
as submitted
as noted
for corrections
n Approved
I Approved
I Returned
n Resubmit-copies for approval
tl Submit
-
copies for distribution
lf Return
-
corrected prints
19- t] PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:Kenne th E. Richarde
COPY TO
It enclosures ara not aa noaed, kindltt notify us .t once-
SPECIAL INSPECTION REPORT
TO!'.|N OF VA IL
Project Name
ONCRETE:
/ / nL{OATE -LOCAT ION APPROVEO RRECTIONS REOUIRED
iJ: c ;,e ftr/u 4t" f t. Fos{- f;,ti,.
.flct nV '^- 4n-
[,t;t't nj" 4*€412 H.<rT 3'<t v4/- o.-rl'r;f r,'nck'? tr,"qel d,/'1 c4
l-.*+t fr. /.",..i."-< 4/:,1-,' t. ( . r<-zr
7/-!i /,'i[-]'7, / f' s{z u /J I 7 ut ro"-7c.'7"
-t.1.i' /r.{iZ': i't:. r',1 ,i.-t-/tr ., ./*'.'/ ^
fr4
0D tT to REMARKS
SPECIAL INSPECTION R€PORT
TOI'IN OF VA I L
Project Narna
,,/,CY\ f
I ns pector
CONCRETE
Tiatt OATE ! LOCATTON inppnOVe
6 Hf t tt,-s ff,4e
./ 4/- <z 64.1d
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Lti p 5 f4 t! af 5't.. ). r u:*^7)
IT IONAL R:MAR
TtI,I
SPECIAL INSPECTION REPORT
TOUN OF VA I L
Project Name
I nspector
LOCAT ION InppRova/4e
/a -oo
CORRECT I NS REOUIR€
{ht/z 17/,raaae.{ pa<zn
1.c CzzccJ C'ctCct #firY{'Jrtfr'a ,Ft- e.t+:zl Ce Z'( " /4tP 4/n u 4' {.,';1 | ""
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DDIT IONAL REMARKS
-,)
R|GHARDS ENctNEERlNc.LffiTfr @F TRANSnflrrrALP. 0. Box 64il
vAtL, coLoRADO 81657
Vail 47&5O72 llenver 244.1521
To Mr. Jerry ALdrich
Town of Vail Buil-ding Department
Poet Office Box 100
Vai1, Colorado 81557
Ilibberd Construction Co.
Post Office Box 541
Vall, Colorado 8L657
GENTLEMEN:
WE ARE SENDING YOU &( Attached n Under seoarate cover via
tr Shop drawings I Prints
DAT€ I JOB NO.Julv 6, 1973 | V3-25
RE; RU JUL 9 $N
the following items:
n Plans E Samples ! Specilications
! Copy of letter I Change order tr
coPtEs DATE NO-DESCRIPTION
I Inspectl-on Reports Jnne 28 - July 3, Ig7{ Village Center phase il
\...*1^"**""*,"*"
THESE ARE TRANSMITTED as checked below:
I For approva I
f;k For your use
[f As requested
! Approved as submitted D Resubmit_copies for approval
E Approved as noted fl Submit
-
cooies for distribution
l- Returned for corrections fl Return
-corrected
prints
19- fI PRINTS RETURNED AFTER LOAN TO US
n For review and comment n
I FOR BIDS DUE
REMARKS
COPY TO
SIGNED: Kenneth E. Richards
Fm 2lOD - rn hn.id SdiB sdrla, h' Im!d, rbri
lf encrosuaes a.e not as noted, kindly notify us at once-
SPECIAL INSPECTION REPORT
TOWN OF VA IL
* lt .'/Project Name
I ns pector
CONCRET
7 (i'"'.8:OATE LOCAT I ON APPROVEO CORRECT IONS REQU IRE
J. |--L-
{: c"l z/g$t 7/-ft. i(.{rft;€/?.
--,( "/o,^,, - l7r7o42
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/- >,alLL.'*
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PRECAST:
ADD IT IONAL RgMARKS
SPECIAL INSPECTION REPORT
TOWN OF VA IL
Project Name
I nspector
NCRETE:
DATE I LOCAT ION APPROV E
ONRY:
- >u TEEi WE+j7i7d{ i{,.,
1 b{* (A-(IL1 _ ___--)-)l*zWrj,,- f r.ii
I
DD IT IONAL RE},IARKS
SPECTAL INSPECTION R€PORT
TO}IN OF VA IL
Project Name
tnspector
CONCRETE
ATE I LOCAT ION lnppRovr
DD IT IONA REMARKS
I
PLUMEilNG!/MECHANTCAL PEFTMIT
TOWN OF VAIL
?-i?-73
NAME t,/
t -'-A'a'z (- e,,rra
tlEB k4ql Hr 66€eO ADDREss
rRAcroR Cn <B- Pt-u n^,s,t.t flEAT,,-tq pnone4?/o 3.51i
E OF BUILDlNG:
oF woRK: El rue* I noorrroru E nEmoorl E nrpnrn
IPTIONOFWORK: DI u*A,,
PLUMEINGi IITiIMBER ' ib O-.1 F MECHANICAL: NUMBER.
VALUAT|ON $7 gD nri-h . oh VALUATION $
REMARKS:REMARKS:
pERMlr FEE f <o oo. g"PERMIT FEE
Kott*outo
TOTAL FEES: $
fl orseppnoveo
\r5*dGoa P'
?ftu
DArE q41 - 73
Tt.!
vAlL, coLoRADO 81657
Varl 4765O72 Denver 2441521
Mr. Jerry Al-drich
Post Office Box 100Vall, Colorado 81657
Hibberd Construction Co.
Post Offlce Box 641-
Vai1, Colorado 8l-657
GENTLEMEN:
o*oi":T:lH5*u''LETTO 0F TRANSnflITTAL
the {ollowing items:
n Samples E Specifications
WE ARE SENDING YOU g Attached E
t-t Shop drawings n Prints
lJ Copy of letter n Change order
Under separate cover
E Plans
via
n
OATE I JOB NO,July 13, 1973 | v3-25a'rrENrroN ilil' t 6 tg l''
nu JUL 16 pn
THESE ARE TRANSMITTED as checked below:
tr
fx
tr
T
fl
For approval
For your use
As requested
For review and comment
fl Approved
E Approved
fJ Returned
as submitted
as noted
for corrections
n
!
tr
Resubmit-copies for approyal
Submit- copies for distribution
Return
-
corrected prints
tr
FCR gIDS DUE tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SiGNED:Kenneth E. Rlchards
t,r 2$C - n!- lriria 8E.E s!E. r& t6.r1:|b
,f ehclosrrres a/a not a3 notcd. kindly notity us al o^c..
t rr*
SPECIAL INSPECTION REPORT
TOWN OF VA IL
Project Name
CONGRETE:
/-,
I ns pector
/ {{ti.t lnppDATE I LOCAT ION IAPPROVE
.r-/-_i {taf Leuef. traSl :
r) / zlJt, {: ./ ", t
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tf/o//e.,r F
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ti.S f:)
f-\i-
DD IT IONAL REI4ARKS
t
.? ri
SPECIAL INSPECTION REPORT
TOWN OF VA tL
Project Nama
. \-\.-Inspector .-y'( ..
I I /UrU-.ATE I LOCAT ION inppnovs
'Pdrfe7-7'eq").,
i!-t .2L_ vrt_.. i'^' r ' . i <-- ,^r i.{,:+ t/ 7 ry{i fz- ; \-_ (
,.
PRECAST
AOD IT IOI.IAL RE}'ARKS
. TIME RECEIVED AM
rNsPE.ior ,,E..TJE=T
TOWN OF VAIL
PM cALLER 4e< r
E ornen I panrrnu LocATroN
READY FOR INSPECTION
TUE THUF FRf i--^,co AM [PJ'47
COMMENTS: * er po.' Jtdt Vg tl-':f- -1-a | >.>U /^J., (!eer .o C--
t) c-?u ? ft^)cv (.f /4, p-7o.,*,'\
it^/Epj
{otrRovED
Suro" THE FoLLowrNG coRRECTT.NS:
CORRECTIONCO,^,.--, .,..'n' r r..r.1 r
II DISAPPROVED ! nerNsPEcr
'Art'n,"tin 57Jc( r
S[" frF.E fi
DATE ll-'1"|i
tllfluTEs
REGUTAR }IEETI116
oEslG( lltvlttl 00ARD
llovEllBER l. 1973
A recu'lar nectinq of th? De5ign Revjew Eoard llas convened at 3:00 P"'
l,*"iLlof y foll6.ring th3 adi;u.nnent of th? Planning Conllrission' in
the Confer;nce Roon of the lot''n of Vail l'lunicipal Building.
The follo\,!ing fiiei]bers v{ere present:
Hl I lian J. Ruoff, ChaiFnan
IiIIi.n Hanlon
Iou Pl *!.e r
Gordon R. Pierce
Jen l'lright
Ihe first iten qas ihe considcration of a sign application for a
Lr,:.,qrzr! sjte .levcloi,irr.'lt si!n for PlliSE 3 of VILLA0E Ctli-ItR Coli00-
yllijtj:15.- I'i v,as not.d th,rt the a[,PlicatIJn inet all tlie req!irenents
oi ii'e o"linance; therefore, upon irotion duly rradc and secondad, it
iot tr','n',i'Lutl'./'tot-a! to a?{ottr ttra plrn" ,r! lrrbnrittcd, uitlr thc
Ior,dition thar ai] other tgirpcrari/ site developrnent siqns. tor the
proj(ai shall Le rer'ovrl, i'nd thdt tl'F sl9n l0r Irndse J..5nal I oe
r€iioy.Jd r!ithifl ten (10) Cays dfter an occupancy pernrlt ls lssueo;
and snall te pcrt:rjtted for a period of one (1) year'
'lie secord item dii,culsed t/as the si!n appl jcation for the GoLDEN
,2L7, f.aNtl. DIR:CTC?Y. "Ine Vaii Facto.y frdde tnc prcser)tdtion' and
;; ;.;;;;:c ia 1,1;pr'icotion, thc di;ecLo.v r,'ou l4 bc rplit Jt Nith
ii.l'. si;"s on e;Ln r,ir'ccrl dnd or c <i9n for :ha -alincta dDove Lhe
c(ranr7. lL lras s.-lae5tcl bi lhc lodrJ tlral consldcrJtlor Dc 9lverl
ic i,utinq 311 9f thc stgt s pilcrd in orle v|ilrdol{. Ho''"cver, it vas
felt bv iiLr 6o,jrd thrt ihjs applicaLion be taken under consideration
and a Cecisicn i'!de aL thE nert $e€ting.
The third itsn discirs!.d lias the siSn atpli(ation for the LI0NSlltA0
LCISl)ii DIRlii|iY. ThL' Vail Fact.rry firJle thil pr.c:cntntrcn .A varrance
r,a! acqr!ltcC' a5 ti,'J ?tirplicatjc' dou5 nct rree: L'rLdin riqulrtlrrcnts
cf rh? ordina;:e, 3s staleC in lhe file. Il lras stated by Chairnidn
a"tif tf''.t the ic':n of Vail js actively engailed in a study 0f the
troblerl of directo.jes for the entire tc',|n. The need for thjs type
Lf dtrect'try i3 rt:catj i2.C and 5tu'Jv i'. Lain'l Cir':ctiid to!/nrd.a solu-
iion ro" tii, enlire iitrtstion. There is al50 a rrcriio in the file froxl
iho toin fngiueo. re street right-of-ri.ly and easnrrrcnts at thc proposed
locaiion. Tl'er(ifofc, utqn l,rotjcrn duly madc and 5ccondcd' 1t vJas
trnin:r'uu!l/ voted to d(rrl tr't r(qur5t [or n v'r'ldI'(c'
The fourth iteiir disci.rsscil ttas thc sign application for LI0ISll[At)
EA',1 ',:i','ll in the yail 2l guildirg at Lirnsllesd The Vdil taclory
pre.j(t.ted tle a!',,licJ'.ion, v,hicr r'e! the rsrl.rirc'ne'rL5 ot tlc
irCini,,rcc. Theiefore, upon notion duly nace and seccnded' it was
un)ii-c!slj/ votcd !o ap)aole rhe pllllS as presented.
lhe'tifth ir,ein discusseC t/.15 the locotion of the sign for ALFIE
PACKTP'S 'nll0 ilouiilAltl lliil. The siqn riil ! bc located at the entrance
ii-iie "tiii" for Alfje Packer's' upon nrotion duly nade and seconded'
it rii unanitousty voted to approve the sign and location' as finaliy
ii"to"t"a tnii oaie; the r';croing to be uscd i'lstead of "sou'"hside of
tsJilding" vill be presentcd at the nexl meellng.
I.1I NUTES
0[sl cl] R[v I [N ll0ARD
RTCULAR IITETI}tG
HovfllBtR 29, 1973
A regular meetinq of the oesign Revies Board lras convened at {:00
P.M.;'imiediotcly follot|ing thc adjournnlent of the Planning Cotllrisst0n'
in the Conference Roon of the Tovn of Vail I'lunicipal Building.
The following mcnbcrs refe present:
Billiarl J. Ruoff' Chalrmnnllillian Hanlon
Lou Parker. Gordon Pierce
Jen t.lright
Al so present Ncre:
Icrrcll J. Hilger, ToNn lhnugcr
.lanes F. Lamont, Adniinistrative Assistant
Mr. llingcr dlscugsed wlLh tlle Do,)r'ti Nerrlbdfs the possibiljty of r'': lrJ lng
the sign ordinance to nllol.l apllroval of signs t0 be done aC inistralively'
along vith a change in the vdrjance procedure. The Board Feiibers Nere
in aqrceitent lhat a change was necessary' due io the excessive a:cunt
of tirne spent rcvjelling sjgns, arld espec'ially' vJriance requests.
t{r. FIed llbt'crd prescrtcd plans for PIIASE: of VILi"AGi CtiiTtR for
prel i rinary rcvicw. t4r. Hibberd stotcd tllat he r'r3s prcsently nc!o-
iiating wittr the Town for a possiblc trade-cff of parking sp3cfs reqilired
for dc.dication to the To\'r'tl of onen st'dce. Sevcnty-six uilorg!-o!nC Elaces
have been provided. Ilr. llibbcrd.rlso staied th3t he v.otrlo ccrlsulr- 'vith
Eldcn Beck regardirg accc!: lo the site, in th€ hope of drrivins ;t a
saLilfactory solutj0n. Buiidirg nass lris discusscd; iir. fiibbord siated
that wilh completion of buildings in Phase 3, tlie nrass of the tallest
existing building vould be broken from nrajor vier'/s' Existin! iighiin'o
r{as als; discussedl ncrxbers of the Bodrd fe'll the lighting }ias too brl,lht;
l.ir. Hibbcrd dlrcrd to ch-'ck into the D.llter' The Board also s!9:'r.5!::a
that for the iuture the lld:a drea be liglrtcd t ith sh3dL'u lighls' poirtted
dovn, lhe Board requcsied, prior to the ext stdge of review, thai fl'-
ililrberd subnrit a massing r,rodel. They alsd advised lir. Hibrerd ttut ccn-
s!lti[g services of Eldon Bcck !,ould be requeste'd by then. tlr.-Hibberd
icques[cA that he be ploced on tlte agdndd for Ddslgrr Rrrv i !'\'{ on 0!"tlrrl'er l3th'
The Carosellis of thc Vail Factcry prescnted a sign applicalion f'r
tlot,NTAlN lllGlt SP0RTS, pirt of tht i:or)totrcros si!1n pron|.nrn. Thc profosed
siqn 0let the t'cquireilrcrlts of the ordindnce. Upo'r rrotiorl dul) trr'rJ'] Jtld
seic,nded, it na; unanirllously voted to approve the sign as presented'
i4s. S0lly fr(crnan i\rcscnl.'d an alpli.ntiol for a sicn fo' tiLAD FIRST'
dt thc Covered ilridge Street' Ihe proposed si9n nret the.requlre-irenEs
of the ordjnance, Upon tloiion duly node dnd seconded, it was unaniircugly
votcd to app|.ov(' the siOn as prose,,tod' subiect to sut$rission of color
sanrplcs 0L Lhc rlcxt lrlc!tlilg
||lr, fianfred Schober presented an apPlication for an office directory
siqn for.the nclr offices at PLNS!oil lsA0tL. The proposod sign nrct the
ieiuirements of the ordinance. Therefore, uPon notion duly nade atrd
seionded, it was lnaninouslJ voted to approve the sign as pr€sented.
POST IN I\ CONSPICUOUS PLACE
I
Hibberd Construction Company
the Certificate of Occupancy
for floors one through four,
actually occupy any unit in
Certificate of Occupancy has
building.
October 1p, 1973
VILLACE
CENTER
LETTER OF AGREEMENT
hereby Fgrees that notwithstanding
issued for Village Center Phase II
no person will be permitted to
Viltage Center Phase II until a
been issued for all fLoors of said
Herman Harroun
Superintendent
POST OfflCE BOX 641 VAIL, COLORADO 81657 303-476-3600
1127 RACE STREET DENVER, COLORADO 80206 303-321-4422
RTGHARDS ENGTNEER*C.Lerrt @F TRANSnnrrrAL
TO
P. O. Box 643
vAtL, coLoRADO 81657
Yail 476.5O72 Denver 2t14.1521
Mr. Jerry Aldrlch
Torm of Vail Building Department
Post Offiee Box 1,00
ValI-, Colorado 81657
I{ibberd Constructlon Co.
Post Office Box 641
Vail , Colorado 81657
GENTLEMEN:
WE ARE SENDING YOU !G Attached n Under separate cover vla
! Shop drawings fl Prints
oatE lJoE No.
Ausust 2. 1973 | V3-25
A?TENTION
the following items:
D Plans E Samples n Specifications
tr Copy of letter fl Change order n
COPIES OATE NO.DESCRIPTION
Tncnantinn Panar+c f
Tr'1 rr 1? - Trrlv lR 1O71 { V111aoa Canfar Phnse il
Rrr AUe ? 073
THESE ARE TRANSMITTED as checked below:./
Q*for approval
! For your use
I As requested
f Approved as submitted ! Resubmit_copies for approval
n Approved as noted D Submit
-copies
for distribution
D Returned for corrections ! Return
--
corrected Drints
19-- t] PRINTS RETURNED AFTER LOAN TO US
I For review and comment !
t] FOR BIDS DUE
REMARKS
COPY TO
SIGNED: I(enneth E- Richards
fh 2ao{ - ir 6lt|ira lGlB sdykq rE., rnu.t, rB
It dncrosrraes a.! not rs notcd, kindly notify u3 at once.
Project Name
SP€CIAL INSPECTION REPORT
TOWN OF VAIL
e (4,
^., /..,
OATE I LOCATIO]!!nppno
? 1973
NRY:w'.c d t /re/:s 7q n,;+=Y,:jJjW!-
i0,'ca
-2.i)t)
2'- .'({
) {rafi t S/er,/ TLr f t.l trt ./ /€2 t /-s'
fire -s "4. l'ro <z-s: o-62.>-?j,(2+t4, 'r ;;' r*:/r-'.-/ ..1:).Fc
?/re/>l iSr
.Jt<l t
PRECAST:
DDITIO RE14ARKs
SPECTAL INSPECTION REPORT
TOWN OF VA I L
Project Name
lnspector
ATE i LOCAT ION inppnovr.*--\
,--l*. -.aF
ONCRETE:
tre.b,;ut
STESL,,:
CTIONS R
F{tI AIJG ? lgB
:{tu"ftc.?d
,t{
* Fd4t';./^'/ t
t"r.ti./-' rafl
7'rc'</,j 1/ L.+o-z y'.o {; fut-4<4
<>:!-t_.
0DrTl0NAL RE!4,4
Royston
Hanamoto,
Betk &
Abey
NwgqnhgsP,S?, t$?S
Principals:
lir. TsrtsE J. ?"tlnger
Tourn &ranngtlrr
Town of Val,l
P. A Boffi lSS
YrlL Colca.akr 8615?
&e; Yi$ngp Cerder proleqt, phanw Itr & fU
a
D€er Tetrry:
:6 i;eysmber 21, 1$?3 I met wtth Geen pluce* Jtm *nd K€d on nerr
development at th CrcstoedB od Vrtt EaI5t. eron*a was M bfduf
ln ex-nbtnin8 te-rhtive egtgo d the proleet. It was apprer$ tffitlstr(HlgB gmooal was ln stgntfi,eant ed,lct wttb the p.eestrten psetnet
prcposed tn the l"ail Flan, ErDd ln fast, vffiild bve #entialy disa&ous
lmpcct upon tbo vtabittty d thg peds#fnn ars& all alme East Mea,ctstpi-iall. Cordon agreed to tnvestlpte ar*o aceess to the exi*14g Croes-
rm.de oarking uehg a pagsaggway thrpm€h the prqoosal dsvelopment.I peraonally e,en see no other euccoasful soilt*lm"
. : , tl
*1.'r a.ecidsut of our rteecglsr s?g a brtef rwlem d the tfiiligg csntcfhofect, Fhses III and rv. Tb Daslgtr Rcvl,6s conmtttee sffiEss to
tlave grven appronral d some lilnd to the we of tb peMr]an matt fm
arfo access bo the un<iergrounti garaging. Wb€a Cffii Cilrrtn revlffiterfdLra plans last Sprlng fffi thta goJwt, S wrs egresd thnt edo escsgt
wmld be permltted amss ths peffi"tan "relt bnf rmsld d etrculste
elmg the malt {see Wtton o[ TalI Flan hcfrdad). Ths dcrctopcr mlsr*
repreaented orr asnagmsd to hig erlter pwosal ad hr rtllsfy sFtnsdnl4lrotrnl, , ' ,
This astlan must be rsverecitr and thr effihn *ree qqls bs lmd
es chortrr m the Yall Plan ijldhlry coultl be mora et@ttng to tbo
pedestrl,an preclnct comept tlen grsuflng d a.do acewa r,t8sc to nem
Associates:
f"tdr.uO. Architects : Robert Royston ASLA Patricia Carlisle ASLA 5 o Green Street
Land Plannin I Asa Hanamoto ASLA Louis G. Alley, Architect San Francisco l
Eldon Beck esri
Kazuo Abe11 ASIA ' ;uan Cados Calder6n I 'l : ' 14t 5,5 397 -o,5,94
Urban Design
Park Planni:ng
r,ir. I*i'r::ll T. . tnggr
Elclsx tseek
tur
cg: I.{r. }i*nl lios€
hir. Jim t amont /
Fi{aysr ;}*eou
Enclosure: ,lketch
*8-?,Tsvsr*bar 3?, tS?S
rlevelci3n:.enl rvhile et ttrersai]le tlme be with ctrawlug ado aseesg from
exleting aSfacent !odggs,,
I w*s dtsfurbsd by ttle sssenee of hnowledgp of ths VstI Plsil on the prt
of s*sign &e'rlev ilpqrd meffibers, ideitiisr of tha absve adt$g Wtild
have beea grermltted H the plm was ptrsssd and wrderstood,
filnsesglSl, '
}"A}T"4,:TQ6A BECK & ABEY,A fr}nc
ues ign xev
Date Pa i d
PROJ ECT
ied iee
ZON ING CHECKL I
S UMMA RY
LEGAL DESCR IPT ION
n ,/, '"r lcE 7nhltr L' (. DDnDnetrn Itctrl q \t | |\\"'r
djt c.(a.zt.1
LOT S 17E 6s-, zq 2. (' ; FRoI'ITAGE
SETBACKS: Required - Front /ofR , Sides Yaa-a-zt
-'
Zr} -./L4Z.z--Actual - Front , Sides
-t
DISTANCE BETWEEN BUILDINGS: Required
-,
Actual
HE IGHT: Averaqe Grade He ight A I lowe d qf ,
33Gc8.ls
G.R.F.A.: .7 Ratio, Allowable sq. tt. /7 7[6,- " ,'f/.{l _, Actua | >9
CoMMERCIAL FLOOR AREA: Percentage allowable -.. , Allowable sq.
Actua I sq. tt . f f3{ ;
ING BULK CONTROL: Allowable rnaximum length /7{ , Diagonal
, Rea r /gE z--,
Rea r
Actua, y't/,77 ;
11.i_6.rj'- 1
fT
BUILD
Requi
S ITE
, D iagona I
COVERAGE: Allowable 7a %, At towable Sq tt. -y{.24-,Actua lA /t.
Actual sq. tt. J7(Zc> ;
USEABLE OPEN SPACE: Required2/f.,29e-sq. ft., Actual qat ++
Ground Leve | ,fi;
LANDSCAPING: Required /o?. $, /J,a6a sq. ft., Actual 5a2.'t % /714. sq.f i.
PARKING AND LoADING: No. Required // 2, / , No, Actua | //3- , Covered Re-
quired .t0 $ 3'1o No',;
$, Common
-'
red Of fsets ,/c - 7c , Actual length
ZONING APPROVAL N.,,,*7
DES I GN REV IEW BOARD APPROVAL
T IES APPROVAL
ENV IRONMENTAL IMPACT APPROVAL
/t f- 7/.
Zoning Admi trator Da te
Da te
UTILI
Chairman, Design Re v iew Boa rd
Town Engineer lJo I ti
Ma.yo r l-1^+^
Date S ubmi
Date S ubm i
0ate S ubmi
Extens i on
by Sect ion
COMMENTS:
f or Zon i
.f or Des i
for Envi
ng Review
gn Review
ronmenta I
tte d
++o.l
tte d
of
Dead I ine
Dead line
Da te
Date
lmpact Rev i
to
ew Dead I ine
as permit;ed
ifem
of 0rd i nance No.
date
B (Series of 1973).
o
TO:
FROII:
RF:
DATE:
I\{EilIORANDU},1
TERRY !{INGER
Jltvl LAIiONT
ACCESS TO CROSSROADS and VILLAGE CEN?ER ADDITIONS
DECEIIBER 4, 7573
After revierv of the Planning commissionrs recornrnendation onthis rnatter, the folJ_orvi-ng points should be noted:
(1) The Irlaster Plan anri the proposed hlal1 Act have alrvaysrecogni-zed that limited access to the pedestrian mal1s willbe necessary for pick-up and deliveries, as well as vehicularaccess to private parking spaces.
(2) The Village Center project has presented alternativeneans to access the slie vrhich would not violate the NasterPlan. These alternatives are curtently being studled by theStaff and Eldon Beck.
(3) The two pro;ects in question are essentia.lly differentin concept and traffic volumes. Therefore, it is the Staff'sopinion that the Planning Commission,s recomnendation isinappropriate for the following reasons:
(a) Permitted access to Crossroads Shopping Centerfrom Bast lvlea.dow Drive '!{ou1d totall-y compromisea critical link in the pedestrian mall.
(b) The proposed Crossroacls addition has demonstrateda means of accessing its site wittrout jeopardizingthe pedestrian ma11, given the acceptability ofa parking and setback variance.
(c) Limited access to the Village Center site, via thepedestrian mal1, though not desirabLe, is tolerable,given that the proposed access alternatives arenot tvorl<ab Ie .
o t
o
ft is the Staff recommendation that:
(a) Both projects be considered separately,judged on their orvn merit and conformancewith the lilaster Plan;
(b) A parking and setback variance be con-
sidered for the Crossroads project, so
as to bring it into compliance wlth the
, Master PJ-an ;
(c) Eldon Beck revierv the Viflage Center
access alternatives and malie appropriate
recommendations for the most feasible
resolut ion .
It is imperative that the "long-run" interest of the pedestrian
mall concept be judiciously gua"rded. Appro'zal of a parking
varj.ance at this tine would insure that the mal1 concept would
not be damaged beyond repair. There will be a.lternatives
available to alleviate the potential on-site parking problem.
It must be emphasized that once the pedestrian ma1l ls compro-
mised there is no other alternative for ma.l1 space.
The Planning Commission recommendatlon, therefore, is unaccept-
able to the Staff. It is our recommendation that the Torvn
Council direct the Planning Commission to review the proposal
which conforms to the Master P1an.
JFL/nmm
-2-
ZEtrtr
AND ASSOCIATEE, LTO.
CONgULTTNG SOIL ENBINEERg
SOIL AND FOUNDATION
I NVESTIGATION
CONDOMI N I UM,
LOT K,
vAIL, COLORADO
PREPARED FOR:
HIBBERD CONSTRUCTION COMPANY
1121 RACE STREET
DENVER, COLORADO 80205
PROJECT L0243 APRIL 28, 1972
136 LIPAN STREET, DENVER, COLORADO, 8,rj'223
TABLE OF CONTENTS
coNcLus I0Ns
SCOPE OF STUDY
FIELD INVESTIGATION
LABORATORY TESTING
PROPOSED BUILDING
FOUNDATI ONS
DESIGN AND CONSTRUCTION DETAILS
CONSTRUCTION INSPECTION
TEST HOLE AND PI.T LOCATION PLAN
LOGS OF EXPLORATORY HOLES
LOGS OF EXPLORATORY TEST PITS
PAGE I
PAGE 1r2
PAGE 2
PAGE 2
PAGE 2,3
PAGE 3,4
PAGE 4r 5
PAGE 5,6
FIGURE 1
FIGURE 2,
'
FIGURE 4
FIGURE 5r6
I
GRADATION ANALYSES
SUMMARY OF LABORATORY TEST RESULTS TABLE
CONCLUS I ONS
(1) SUBSURFACE CONDITIONS AT THE SITE ARE FAIRLY ERRATIC. GEN-
ERALLY, OUR TEST BORINGS AND TEST PITS ENCOUNTERED FROM 0.5 TO
5 FEET OF FILL HAVING THE CHARACTERISTICS OF THE NATURAL SOTL
oVERLYING SANDS, GRAVELS, COBBLES AND BOULDERS TO 20 FEET, THE
MAXIMUM DEPTH EXPLORED. A WATER TABLE WAS ENCOUNTERED IN TEST
PIT NO. 2 AT A DEPTH OF 18 FEET.
(2) IN OUR OPINION, THE PROPOSED STRUCTURE SHOULD BE FOUNDED ON
CONVENTIONAL SPREAD FOOTINGS FOUNDED ON THE NATURAL MATERIALS.
THE FOOTINGS SHOULD BE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE
oF 5t000 PsF.
$) THE NATURAL SoILS ARE SUITABLE FoR FLooR SLAB SUPPORT.
(4) PRESENT GROUND WATER CONDITIONS ARE FAVORABLE FOR BASEMENT
CONSTRUCTION TO A DEPTH OF 18 FEET IN THE VICINITY OF TEST PIT
NO. 2, AS DISCUSSED.
(5) FOUNDATION EXCAVATIONS SHOULD BE INSPECTED BY A QUALIFIED
REPRESENTATIVE OF THE SOIL ENGINEER.
SCOPE OF STUDY
THIS REPORT PRESENTS THE RESULTS OF A SOIL AND
GATION AT THE SITE OF THE PROPOSED CONDOMINIUM
LOT K, VAIL, COLORADo.THE STUDY WAS MADE TO
SUITABLE TYPES AND DEPTHS OF FOUNDATIONS, THE
SURES, AND GROUND WATER CONDITIONS.
THOROUGH FIELD AND LABORATORY INVESTIGATIONS
FOUNDATION INVESTI.
TO BE LOCATED AT
DETERMINE THE MOST
ALLOWABLE SOIL PRES-
OF THE SUBSOIL CONDI-
TIONS WERE MADE. THE FIELD WORK CONSISTED OF MAKING A SERIES OF
EXPLORATORY TEST BORINGS AND TEST PITS AND SAMPLES WERE TAKEN FROM
THESE HOLES. THE SAMPLES WERE SUBTJECTED TO VISUAL INSPECTION AND
LABORATORY TESTS, IN ORDER TO EVALUATE THE PHYSICAL AND MECHANICAL
PAGE 1
PROPERTIES OF THE MATERIALS ENCOUNTERED. KNOWLEDGE OF THESE
PROPERTIES WAS SUBSEQUENTLY UTILIZED, IN CON.JUNCTION WITH RESULTS
OF OBSERVATIONS MADE ON THE SITE AND PAST EXPERIENCE WITH SIMILAR
soILs FoR SIMILAR LOADING CONDITIONS, IN REACHING THE CONCLUSIONS
PRESENTED IN THE REPORT.
FIELD INVESTIGATION
TEN (iO) EXPLORATORY TEST HOLES WERE DRILLED AND TWO (2) TEST
PITS WERE DUG AT THE SITE AT LOCATIONS SI-IOWN ON FIGURE 1. THE
EXPLoRATORY HOLES WERE DRILLED WtTH A HOLLOW STEM, CONTINUOUS
FLIGHT, POWER AUGER.
AT REGULAR INTERVALS, AUGER SAMPLES WERE OBTAINED FOR CLASSIFI-
CATION TESTS. BECAUSE DRILLING WAS: DIFFICULT AND REFUSAL TO
AUGERING WAS ENCoUNTERED AT SHALLOW DEPTHS, TWO TEST PITS WERE
DUG, AS SHoWN IN FIGURE 1.
L&ORATORY TqSTING
ALL SAMPLES WERE CAREFULLY INSPECTED AND CLASSIFTED IN THE LABORA.
TORY BY THE PROJECT SOIL ENGINEER. GRADATION ANALYSES AND NATURAL
WATER CONTENTS WERE OBTAINED FROM TYP,ICAL MATERIALS ENCOUNTERED
(sEE FIGURES 5 AND 6 AND TABLE 1).
PROPOSED BUILDING
,T AS WE UNDERSTAND, THE BUILDING
l'
BASEMENT APPROXIMATELY 22 FEET
IS
IN
TO BE FOUR STORIES, WITH A
DEPTH. THE STRUCTURE ABOVE
PAGE 2
BASEMENT LEVEL IS TO BE OF WOOD FRAME TYPE OF CONSTRUCTION WITH
MODERATE LOADS.
FOUNDAT IONS
FOR T.HE LOADS UNDER CoNSIDERATIoN, THE SAND AND GRAVEL STRATA WILL
PROVIDE SUITABLE BEARING MATERIALS.
TWO REQUIREMENTS MUST BE FULFILLED IN THE DESIGN OF FOUNDATIONS.
FIRST, THE FOUNDATION LOADS MUST BE SUFFICIENTLY LESS THAN THE
ULTIMATE BEARING CAPACITY OF THE SUBSOILS TO INSURE STABILITY,
AND SECONDLY, THE DIFFERENTIAL SETTLEMENT MUST NOT EXCEED AN
AMOUNT WHTCH WILL PRODUCE ADVERSE BEHAVIOR OF THE sUPERSTRUCTURE.
THE ALLOWABLE FOUNDATION SETTLEMENT IS USUALLY EXCEEDED BEFORE
BEARING CAPACITY CONSIDERATIONS BECOME IMPORTANT. THUS, Tt-lE
ALLOWABLE BEARING PRESSURE OF GRANULAR MATERIALS IS CONTROLLED
PRIMARILY BY SETTLEMENT CONSIDERATIONS.
SETTLEMENTS OF SAND AND GRAVEL DUE TO PRESSURE APPLIED BY BUILDING
FOUNDATIONS OCCUR ALMOST IMMEDIATELY UPON APPLICATION OF LOAD.
IN THIS CASE, NEARLY ALL OF THE SETTLEMENT OF THE FOUNDATIO.N WILL
TAKE PLACE DURING CONSTRUCTION. THE PORTION OF THE SETTLEMENT DUE
TO THE LIVE LOAD WILL TAKE PLACE:IMMEDIATELY AFTER THE FIRST APPLI'
CATION OF THIS LOAD
THE AMOUNT OF THE SETTLEMENT
AND GRAVEL WILL EXPERIENCE IS
DENSITY OF THE MATERIAL, THE
AND THE PRESSURES IMPOSED ON
WHICH A STRUCTURE FOUNDED ON SAND
PRIMARILY GOVERNED BY THE RELATIVE
SIZES AND DEPTHS OF THE FOUNDATIONS,
THE SUBSOILS. THE DIFFICULTY TO
PAGE ]
DRILLING AND INSPECTION OF THE TEST PITS INDICATE THAT THE SAND
AND GRAVEL STRATA ARE IN A MEDIUM DENSE TO DENSE STATE. OUR
EXPERIENCE INDICATES THAT THE SETTLEMENT OF THE PROPOSED BUILDING
FOUNDED ON THESE MATERIALS, AT THE ALLOWABLE SOIL PRESSURE OF
51000 PsF PRESENTED IN THE CONCLUSIONS, WoULD BE LOW.
EXCAVATION EQUIPMENT WILL PROBABLY DISTURB THE GRANULAR MATERiALS
AND LOOSE LAYERS MAY BE PRE5ENT AT FOUNDATION LEVELS. FOR THESE
REASONS, iT SHoULD BE SPECIFIED THAT THE BOTTOMS OF FOOTING EXCA-
VATIONS BE COMPACTED IN PLACE BY APPROVED METHODS TO THE SATIS-
FACTION OF THE SOIL ENGINEER.
pESIGN ANp C0NSTRUCTTgI't. pETAILS
SLAB-ON-GROUND CONSTRUCTION :
THE NATURAL SOILS ARE SUITABLE TO SUPPORT INTERIOR FLOOR
sLABS. NO GRAVEL LAYER IS NECESSARY BENEATH THE SLABS. ALL
LOOSE MATERIAL OR NEW FILL BENEATH THE SLABS SHOULD BE MOISTENED
AND COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR DENSITY
(PER ASTM D-598).
SURFI{CE DRAI NAGE :
1) BACKFILL AROUND THE BUILDING SHOULD BE MOISTENED AND WELL
COMPACTED.
2> THE FINAL GROUND SURFACE SHOULD BE GIVEN A GOOD SLOPE
AWAY FROM THE BUILDING.
PAGE 4
RE INFORQING:
FOUNDATION WALLS SHOULD
BOTTOM. THIS IS TO GIVE THEM
ISOLATED LOOSE POCKETS WHICH
BELOW FOUNDATION LEVELS.
BE WELL REINFORCED, BOTH TOP AND
SUFFICIENT BEAM STRENGTH TO SPAN
MAY OCCUR IN THE BEARING STRATA
BASEMENT CONSTRUCTION:
PRESENT GROUND WATER CONDITIONS ARE FAVORABLE FOR BASEMENT
CONSTRUCTION ABOVE A DEPTH OF 18 FEET NEAR TEST PIT NO. 2. BE..
CAUSE THE WATER TABLE IS CONTROLLED BY THE WATER LEVEL IN GORE
CREEK, EXCAVATIONS MAY REQUIRE DEWATERING DURING CONSTRUCTION.
THE BASEMENT SHOULD BE MADE WATERPROOF AS MUCH AS POSSIBLE
TO ALLOW FOR WATER TABLE FLUCTUATIONS. A SUITABLY OUTTETED
DRAINAGE SYSTEM SHOULD BE INSTALLED BELOW FLOOR SLAB LEVEL.
BASEMENT WALLS SHOULD BE CONSTRUCTED TO WITHSTAND A LATERAL
EARTH PRESSURE I-IAVING AN EQUIVALENT FLUID PRESSURE OF 35 PCF.
ALTHOUGH LARGE BOULDERS RANDOMLY OCCUR THROUGHOUT THE SUB-
SURFACE STRATA, THE TEST PITS INDICATE THAT THE BASEMENT CAN
BE EXCAVATED WITH NORMAL CONSTRUCTION EQUIPMENT.
CONSTRUCTION INSPECTION
IN ANY FOUNDATION INVESTIGATION, IT IS NECESSARY T0 ASSUME THAT
FOUNDATION CONDITIONS DO NOT CHANGE GREATLY FROM THOSE INDICATED
BY OUR EXPLORATORY HOLES. THESE HOLES ARE SPACED AS CLOSELY AS
PAGE 5
IS FEASIBLE, IN ORDER TO DECREASE THE POSSIBILITY OF ANOMALIES.
HOWEVER, OUR EXPERIENCE HAS SHOWN THAT THESE ANOMALIES DO SOME-
TIMES BECOME APPARENT AFTER THE FOUNDATION EXCAVATION. FOR THIS
REASON, WE RECOMMEND THAT A QUALIFIED REPRESENTATIVE OF THE SOIL
ENGINEER WHO IS FAMILIAR WITH THE SUBSOIL CONDITIONS INSPECT THE
FOUNDATION EXCAVATION, ESPECIALLY IF ANY UNFORESEEN CONDITIONS
ARE UNCOVERED. IN THIS CASE, WE SHOULD BE NOTIFIED IMMEDIATELY.
KAL ZEFF AND ASSOCIATES, LTD.
REGISTERED ENGINEERS
c0s/ ss] COPIES 5ENT
PAGE 6
BY /
"'zd
(4
CURTIS O. SEALY,
VICE PRESIDENT
oo
H'
I
$
a?oa
tb'c
\
3\
l
4-A
o
:''l l5r\ o
;,
\\t\
$\
E\R1rN\ '
^L
Tr- t@
2
TFZ4ea
o
\ Hote'
\ '/\H>q^
TEST HOLE AND
scALE i I'r =
PIT LOCATION PLAN
Rn t
FIGURE 1
8u.s
Ho.e.
m FILL-SAND AND GRAVEL, SILTy, SOME K%l SAND AND GRAVEL, 5ILTy, WELLw coBBLEs AND BoULDERS 6()^l GRADED, MEDIUM DENSE To DENSE,
MEDIUM MOIST TO WET, SOME
COBBLES AND BOULDERS
NOTES:
(1) THE HOLES WERE DRILLED ON MARCH 27 AND 28, L972, WITH A 4r'
DIAMETER, CONTINUOUS FLIGHT, POWER AUGER.
<2> NO WATER WAS ENCOUNTERED AT TIME OF DRILLING.
(3) THE STRATIFIcATIoN LINEs REPRESENT THE APPRoxIMATE BoUNDARY
BETWEEN SOIL TYPES AND THE TRANSITION MAY BE GRADUAL.
(4) THE BORING LOGS SHol,, SUESURFACE coNDITIoNS AT THE DATES AND
LOCATION INDICATED, AND IT IS NOT WARRANTED THAT THEY ARE
REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS
AND TIMES.
v
4I
k\\attxxTI-AI
pgq
L:.;i.:D
FUSARE
-1
IIln"1
1I
tt;
l
-l
4-A
SJCH
m{d
txtrt
REFUSAL
2
rxxn
lrxxx
!(rxt
c( x ]{tl(-KZ ElEr xdp-c
t'i.l
hJ
FUSALRE
rY-lfx
f!aY'!n
!(XXI
u=t
FUSARE
3
(YX!'
TI,|{,5
ffi
I cll
['.o'l
N".1
FUSALRE
LOGS OF EXPLORATORY HOLES FIGURE 2
l,
q 8E?o1F.ffil[?" ffi 7 ffiffil:t Hote'
r ffi
nerr'au
ffi -,N-^, _,,H.
"l$
L LO"!Lss t&l nrtusRt- ss-{ -
REFUSAL
ffi FILL-5AND AND GRAVEL, sllry, some ffil SAND AND GRAVEL, 5ILTY, wELL
6&l ggggt-gs AND BOULDERS @ GRADED, MEDIUM DENSE TO DENSE,
SEE FIGURE 2 FOR NOTES.
LOGS OF EXPLORATORY HOLES
MEDIUM MOIST TO WET, SOME
COEBLES AND BOULDERS
FIGURE ]
2
_ SAND AND GRAVEL, SILTY, WELLffi II_.t lfN? lN? GRAVEL, srLTy, soNe ffi enaoeo,-NEDruM DENsE ro DENsE,'-* coBBLEs AND BoULDERS - MEDIUM Molsr ro wET, soME
COBBLES AND BOULDERS
F::TI SAND, SILTY, MEDIUM DENSE TO
T.'NI DENSE, VERY MOIST TO WET, SOME. GRAVEL AND COBBLES
5 tn'a
?o
WATER TABLE, TIME AFTER DRILLIN(
N0TEg:
(1) THE TEST PITS WERE DUG WITH A BACKHOE APRIL 25 AND 25, L972.
(Z> THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY
BETWEEN sOIL TYPES AND THE TRANSITION MAY BE GRADUAL.
(3) THE TEST PIT LOGS sHow sUBsURFAcE coNDITIoNs AT THE DATES AND
LOCATION INDICATED, AND IT IS NQT WARRANTED THAT THEY ARE
REpRESENTATIVE oF suBsuRFAcE cmlTIoNs AT orHER LocATIoNs
AND TIMES.
LOGS OF EXPLORATORY TEST PITS FIGURE 4
KAL ZEFF ANO ASSOC?"'
GRADATION ANALYSIS
CL lY (PLl3llC) l0 t I Ll (xO || - PLI !l rC )
lilr. r rir. TtrE R€l0txc3
a3lrf. l3t . 60t||. t9|lt. .r||a.rrtx r2oo
u.5.9raN0Ai0 3EnrE5atOO ato rJO .16 .!
coStLEs
SOU FE 0pEtrrfa0St/:CL€ARt/i ;!'t't0o
90
lo
70
ro
20
irO
5o
ao
go
90
r00
o
ro
20
50
40
5o
6o
70
lo
roo
0
t0
?o
to
40
50
60
fQ
to
90
roo
HOLE 2 @5.0 - 7.8'
COMPOSITE
HOLE 4 G
4.0 '
COMPOS I TE
HOLE 6 @3.0 - 4.0t
COMPOS I TE
r9
=
Fa
(,a
A
2;,-
.E
F
E
G
o,
=F
LJ
E
Fa
I
c
z
Fz
ct
Ia
v,!,
Fa
IJ
!
|'2
a
!,
o
Fz
lrl(,c
C
50
no
'rO
50
ao
o
roo
to
to
?0
to
50
ao
lo
zo
l0
o
r0O
to
ao
70
ao
30
a0
to
lo
ro
o
000 ort .ot7 .o?4 .t4t 297 .0t0
DIAYETER OF PAiTICLT
r. rt a.ta ..7s t,g2
tx vtLLruETEis
t27 aoo
HYDROM ETER ANALYSIS SIEVE ANALYSIS
)T
I T,
/
t {
I J I {
(r
!
/
/I
--t A t
Ll
({,,'
.00r -ooa oot rl.l ItI
FlG.5
KAL ZEFF ANO ASSOC '?"
GRADATION ANALYSIS
co00LE3
CLEAF 9OUT R€oP€fart6sir"5-8'
t27 a6
90
r00
o
r0
rOO
cLAY (PLAStTC) t0 !l Lt (roN- PLI 3Tlc)
ai,'lr. r xr. TryE READTHGS
a!ru. r5vrr. 60rrl 19rll. alrl.
r0o
u. s, stalloaR0 3€RlE3
lroo rlo alo , tt5 rat2oo Y; rta
HOLE 10 G2.5 - 10.0
COMPOS I TE
TEST PIT
NO. 2 @
16.0 t
r0l90
ao
('
='oet ao
o
F50a
U.oc
Hro
2ro
r/r ao
G
.30
zLl 40
arro
'-z
.oI
30
F-aO lrJ
c,70 sJe
to
80
o
roo
?o
o
30:
.oI
lrJ
50t
26o ur
.J
rcf,
A
to
20
ao:
10f
lr,)
io-
Fz60 u,
l)
ro5
A
lo
|j-lo
a|/)ao
e
toou
U.octro
ro
0
rarc
oot .o0r .oro ,017 .ota .r.t .297 .0eo
OIAIEf €R OF P^RTICLE
r.lt z.lt 4.7a t.62
rtt IrLLlll€TEts
sc.l
SI€VE ANALYSISHYDROM ETE R ANALYSIS
ItI
FIG. 6
h"Y
0trtifirutr sf (Drrupunru
@nurn (Df liluil
ffiuililing Erpurtmrnl
TTIIS CERTIT'ICATE ISSUED PURSUANT TO THE REQUIREMENTS OF SECTION 306 OF THE
UNIFORITT BUII.DING CODE CERTIFYING THAT AT TIIE TIME OF ISSUANCE THIS STRUCTURE
WAS lN COMPLIANCE 14ITII TIIE VARIOUS ORDINANCES OF THE TOWN REGULATING BUILD-
ING CONSTRUCTION OR USE. FOR THE FOLLOWING:
Name V I LLAGE CENTRE - BU I LD ING A
Use Classification H and F-l Group
Building Permit No.
Owner of Build
zFfteZone ' Use Zone ccil
,,rom
| 460 Type Construction
Hibberd,
POST IN A CONSPICUOUS PLACE
o
t972
lfr. Horsan Hsrroun'Sr. Ghuck Thorrrpe on
Ge nt I omon :
':.
STATE OT
COI'NTY OF
COLORADO )
)EAGI.E )
,l ,w
SS. DECLAMTION OF LAND ALLOCATION
I,
--Irqd,
Hlbbe,rd--Jr -, being finst duly swonn upon oath
depose a statements are true anci connect
according to my best knowledge, infonmation and belief, to wit:
1. That this statement is nade in conjunction with the filingof an appLication fon a building pennit to the Town of Vail and to
conply with the nequir.ements of Anticle VII, Section 3, Ondinance
Number 7 (Senies of 1969) Zoning Ondinance for the Town of VaiI as
anended by 0ndinance Nurnber 8 (Series of 1970) and Ondinance Numben 15(Series of 1970).
2. The description of the building site fon the proposed
building is as follows: See attached(Descriftion nay be atta
descniption),
3. The proposed building site
and the existing building contains
pnoposed addition contains N/A
Eguane feet is 1t-,854.37 --5 iGEi5-ed in the afonesaid
Ondinance as am6il?lEtlf--
It. The pnoposed building and/on existing buitding and addition
as it r:elates to the building site area, comply to the Floon Area
Ratio fon the zoning which appties to the building site' as definedin the afor:esaid Zoning Or:dinance as anended.
contains 10047.35 sguare feet'
11,854.37 square f
-a!.r-rrfeet;
the
eet and thEtotal building
6Onrng
STATE OF COLORADO )) SS.
COTJNTY OT EAGLE )
l|1l Conntecion Expires
(Seal)
setorn to befone me, a Notary Public, byttrie six6ssntr5 day of June
My Commiss'ron exp'ires Marcl 31, 1976.
The fonegoing affidavit and declaration wae duly subscnibed
Robert J. Harford
and
t
PROJ ECT Village
,' Totr{N oF vA I t
BUILOI NG PERMI? SUPPLEMENT IAI
.i
Centen Condomiriiums, Vail Vi11 Coforado
The s ignatures be low certl f! that
the l970 Unifo,rm Building Cod6' as
Town of Va i | , Colorado, isave been
the fo I low lng excerPts from
amended and adoPfed bY the'
read, understood and wit I be
plans shall not be changed, tgdified'
";;;;";iistion f rom the Buildins of f icial'
adhered to:
Secfion 302 (a) App/oved
or altered w ithout written
Sect ion 302 ( c)The
authority to vioiate
Ord inance and shall
after requiring the
by the Bui ldi ng
of f by Building
iss uance of a buil
any p rov is ions of
not o revent the Bui
correcti on of same -
ding permit does not give
this code, or any other
lding Official from fhere-
on 304 (b) The Inspection card shall be read',lll1:d"::lffiffifubt" i"lon ;;T;;;;;i'v-i "
-+r'
" wate rp i"" r -l:' 1:: : i::::n"o--r- ar* cinnarlOepartment. Do nof cover uP any work not signed
Inspector.
Sect i
may be used
SIgn Review
or posted, lt
Comm i ttee
0rdinance l5 ( lr967 ) Before any sign (temPorarY
shall be aPProved bY
or pe rmane nt )
the Town of Val I
sub.contractorsto fhe start of '0rdinance ? (197 1')
shall be licensed
any work.
General 'Contracfor and ALL
with the Town of Vai I Prior
STATE OF COLORADO
COUNTY OF EAGLE
, JJ.
l
The foregoing aff idavi
sworn to before mer a
this 16th oay of
My Commi ssi on ExP i res
( SEAL)
t and decl
Notary Pub
June
o
HIBBERD coNETEUg!+gN CoMPAIY
arati
lic,by
te7
was du IY
Robert
My Commission expires March 31, 1976
subscr ibed and
JOHNSON-VOILAND-AftCHULETA & ASSOCIATES Consulting Engineers pHoNE{303)44.-resr
at RlL oArE g'Pa nan ?73 - O sxEErlro- l, oe-
PRorEcr /i//qqe Ce,:ire
"t*rM.Co.UBC /?7o Elilio n)
Raor FRA/wr/6 cAlcul4r/olVs : Tolc/ Loqd = Sops{.
Snout LoqJ = ${,osr (A" Alio"teJ 8y lar/ pviidinj OeVorlmenf )
OeqJ LoqJ = / S esp (Rood,,rr=6, lysul.= 2t DE1K: Q) Uotsrs = 2) CeilinS=3,
Sfqrrs )
= SOpsf
f7€ rrt PE# : ( hmi { To
Less Thq,t SlO , h)rz
Go. , fn{er^eJ,qieQt b
8? psf ( Fo, 5:o Spt," )
(ftns=J2-as!4 Mqx.Span
!4H6, V{al Allow.f Zoiltu s
LaqJ = SAO+J ftr
BiR Llo/SrS ! Urt = 60 psf l8or.CharJ
VqnesCqnf, End.- Ocs$n
g!! - astO Nlqx. Spon
- Fler.orq,l4HS , Tofo/ A/lcw. LoqJ = 326 <-i';;i;;Tg
' Che<R SAesr Al _Q1nlilevereJ End ;
V=fE (r-r<t-) = ft=4< Mat, Allout. Sec/q =
v=fi* ( tt+c')
p"'3 = se6/8o=[4iT
#\6e'+3.) = gSOd = Q.K.
Fle2qurc
') - /4ex. A!lov.t, SpacrnS = 32O/8O = W
dJ - aslo Spon ./ 6!o Cqn{,levered End * !::in,''
I4HS Tofol Allaw LoaJ = 326 rjif -ChecK Sl.,,e'r P CAnl. fn,
V=ffi)(r3]fL=laQo - fioo hllow./+ooo (s26) = 3to Ailow.Loq
s t oi'tio = kTtdl Mqx. 5 p r'S A llowe J
.J1- 1l!o Span - /1H3 1To{. Allow.. LoqJ = 457
Cheek Sle,r € C"ni. f ,^J , V=*iiit( 14' +s') =
3e.00 /lloat/S+oo ({st) = 13'0 Attou.'LccJ
130/? t -WA Niax. 5,pa*i Allow tJ .
!g-- l1L0 57an t,t/ 610 Cant. FnJ.--:itli,o-t, (St*,la
€hccK sf,eqr Q €lo &nf.c..(i - v=ti,i;.211-ra6'r)=
se60 A!!o,u/3?ra (lstS - gg g Allo,,:, Lo tJst|/{a = [_?.il 74ar.ll^.i Atlowe).*/!4lry'
CHKD. BY- DATE PRELITI.
FII{AL
3 or More
Gr'q @
v,q;lil
rl
Y
r$.a
F,<A,v//t{4 PIAN27o/30
= gll R0oF
*- 2l,fflr,
3 100
r Tu J+)
380Ayrt
Roof Frqmtn g, Crr*t - - ruUS .'
Bl - ftlP*t= g#A'(aD2(rossSra,l
= 50.4 Fl-K +-Corr'r,eors
/fr@.il - 2't(f:ar\l
= soF('K
5.y = so.q/e = /F,.71
&=dh(z)'= 27.su
Re= 41-at.g = t4.gK
USE
->Wt6x36t
N 12t22 ,Nllx22,
Ru = 29.€K
?. - ^
tt- a)J)r - .( S,J
Sx = 28.1
Sx = 38.3
w=a.tt'/l-I . (w= llr)
Q- t€.67'
PHONE {3031 4't4-l951
CHI(D. BY- DATE
JOI-INSON -VOILAND -APC HULETA
ay RLL oot. 5-i9f-
& ASSOCIATES Consulring Engineers
nar ?!3 - ]rrorr.t l/rri,t " e C* * i. e-
r'r
SHEET ilO "( . OF
PRELIM,-
/FII{A L
'a = ll.Sx
q=
€.3s'
83-
lul= 4.s(+,ss) f
73 (o.s 3) = 20 +
= 2g Ft.-K, sx =
lssune Qa,n* Loqd ( t
P= +.s(so)x /7 = 6.iK
t14= Plft = 6 (4.ss)/4 =
sr=6. 372 =B:isj <-_
TorsfJ Q E .ftDq^,
6.5 Fr -K
U sE M8x 6.s ( sx= 1.62)
P= 7,3!(B 3)
p= 4.5x (sg)' 2.8x (e4)
-/ L<= 4.3*/ L.= 5'3
,-tt/ Lc = .f .6 |
P.2'1s 41sc.;. d/
- Mqx - )nbra<ed 'Len,
/ = l2.o f,f-,Atlou'-..,1 t",l'oiei{ =' 2 4.5F1*
f^ Far till2t JQ
<- G?-?S Atsc6.6'Allou Mqx..d'iE'iiia lene{h.-w1M = 12. SF]=R 3,
J
ll.s
@T-RTru,reonen{tFor UnLrqcef Laa^5*l.J (b)
UsE Wtpx 22 (sx = ls.c)
A.4 - + o ./ ' - -\ -/,t_ r.6 (1.JJ) _
-Sx -- t2.a/r =€.1
ProwJe Daqels
#4 ReLqr A-
LSE Mtexll.-4 (sr= t2.o)flu=3.t
A , , r tt .-,L,(for CourstnS f Arcq I t)t;:'i t1 I
:14 Kl Eqc!^ Douel .
% Q.qs{ Upttff
'''" ; '2 (ior'')
Z/14 -'i
2(.o
t2.2
('s3)
l-\
2€/3 =
/2.2/3 =(a+)
a* Qez! ^r
1.lk Re2'J '''.
oN€ Ooute/ ReZ.t
e Doue ls RerA
. JOHNSON-VOILANO-ARCHULETA & ASSOCIATES Consulting Engineers
Flcxure
PHOXE 1303) it44-1951
et RIL D^rE €-/ol ,o"r 9713, = , i sxeerro 3. oF-
cHrD. Bv-DATE
-
eeosefi Vtllqqe Cenrr€ pRELrm.-
w cuew Hi|tir,j Consf. Co. rntat y'
/up/c!/ rlw.rJn-ntLs*H*.s*:_ Tolq / Loqd ,= .87ps{ ,-f L. * Jo psf ) D, L. =- 47 Vif ( "s Grc.,5: pqrlh, 4 ,jotsfs , 3 cciling )
4i8-.,lotsIt: ( Toe Chorl B"'l -Typ,cr/ )
I!9-- 23'o Flax. Cteqr Spcn
2 67 <-n/"",fi^io|tl4ll4 t Tafq,l At/o,n, LoqJ =* r'1qx. Allow. SpactnJ = 2c7/87 = Vn
J7'e7L0 Clcqr fr0"
14HS) Toiql Atlaw. Loq) = 237+-!$!i"'ti
- /v'{qx. Allo,t. $ga.i".,j = )37/87 = @(titlC, Mqx. sp.'s Alliw.= 28//87 = 3!2)
.18' /s!6 Spe n /? - rc!6 Spon
- AsE ltLs .Jo/sT (For Coi),n3 Co.st.)
.llO
rvlqx. A//ow. Sp.'q Fo. /5!6 -Span
ri
Jto- llo spe n FlooR ;pr4yrtil6 PtAtl
Us€ llHA dolsrs ( fo A.l^,ouc S/cp fn
-
CetltnS Con:t P.er Bqb Her{orJ ): lYiqt.trtlo*..se.3 - sldt (Lt^,* t sto! To trle{ch ,/?)
.)Jll - lr1 Spon UsE 8H2 (sq.g = 3!o F?qx. )
t(apqctiy = /26 esf Dhen S,po,--.' :3!O
.-:-,v
:
JOHNSON-VOILAND-ARCHULETA & ASSOCIATES Consulling Engineers
BY KL L oew S't-l nz, 7 7 3 O
PHONE l3o3l ,t44-1951
CHKD. BY- DATE
6-EA/Y/S :
,rar, *o 4. o,
edonct Villq qe Ce n(re -PRELlN.
cLlENr HtLLZTJ Co,ts(. Co.FrlrAL r'
.1 l,lfR4n//Y6, Lor'rf d .
Bs' wQ cantrlever -(a't.iiS
Rt = #3 (za.s)2 + o.1 s (t8/2)
, = t2-7'+ 4.3 = t7.OK "
Ra= f1r1rt1. * 0.6s(e.sl - n.o
finJ Porn{ Of .tlqx. M(pas1
s.3/t.t = 7.6t
.tlqx. ftlQas) = 8.3 (7.6) / P
'rBeaehiS +?'O = o.6SYl*.
w= o.e Sil!s1= l.lR/41
tg.o'
dt= l7.oR
l-"''
=aS^
!-s.3
Cl^erk Mr,r(, M(ruil )
Sr = 34.2/2 =W )
rYlorc1,1 = Q.4s (8.s)'/e =
W (sx=n6
7.G'
WA"'r
, L. = 4./')
d,. -L)9 = 2o!A ) N=ad!+iiS rtl = aso6>Lf
bai ="4ry=IEl ; Sr = tl.s/a ={-2s
Wrx /4 (S" = 14.3 ) /-c = 3.5',t tlqr a <o.s3't !a/xo )
87-By fns(ecfrtflt Mqx. Mi,ve51 M// Conlrot DestSn (See B5',
JOHNSON .VOILAND- ARCHULETA & ASSOCIATES Const;,iing Engineers
" RIL D^rE 5-//-a 173
CHI(D. BY- DATE PROJECT
CLIEIIT
PlloNE (303) 444-195r
SHEET IIO
PRELIII.
5. o,
FfIAL t/
F/aor Frq,,n r t1 \ 1 Co ^{A :
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P/PE CotaktuVs : != 1.€7t , Loqd =qa Per F/oor
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Eelow Con c. FounJq{ton L)q ll s -
., : USE, tYfiu. Projecfion = 6" - lqtN.Foo{,"n3 NfJf h =WUJE| /Yl/^/. froJecrton = 6' / /V,
Cafra.i ly =-/.67 (s) = 8,sS <Lf
UsE Mi. ThieKness = /to (rVo Flg Renf. Re2wreJ)
, A/lo,ilalle soft beanno, pt-esllre = liooatrs{ (&ot"J On' Fafql loqJ,,,L.L.+D,i.). Per Sor/s Repirf #ioatg Jy
Kql Zeft i'Assoc- rLf:J.
tlnif Loods i Roof = 6spsf L.L. * lspst D.L.
..--, Floor= 40ps$1.L. *i7ps{,DL.
Selow Masonry l,/qlts Beqrng Di.ec{ly On Foo{rh3s -
U sE Sqm& M)rinam. FoohnS 4 s A 6o,te (6" M,r.-proj. +
ILO Nur. Thr|kness) Excepf,-Refnf */ 71/ornn{AL .3-#5
Chec( LoqJs fr
To Be Greqler
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Yo /\4atonry
Cotr. Top ; Bot. enJ #3 Vbs@ 3!o. fAtsoj Do
To /\4asonry RuZuireJ T, / iq*.L Masonry Rein f"nftJ
Deferaiaq U')Hcl" Foohngs 4re R.ZlT/nan f4tnt,oura Slee
JOHNSON-VOILAND-ARCHULETA & ASSOCTATES Consulting Engineers
CHTD. BY- DATE
cuew H tlrL"erJ Cotsf ' Co - ,, ot,J Cotsf ' Co
Plto E (3ot) +r4-tgsr
at RL!- o^rE 3:'/2 (j na* ?73 O sreer ro 6. or
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Foohn3-t, Co^+A i At!31 Loals were Freu,ious/y'on Q ear K sheef, for - q 11 wqlls . fhe Follodnon q 'uorK sheef for' qll wqtls ). fhe ,follodng fefreSe n$s
f t) r'r- Jr*^"
f, he v^os( heevily /oqJeJ conJt'{,ons )
Re€er T" S/ne"tr # s For Locq{ron Of NqU We"s
F-.-_;_
WhLL "4' - Roof e^,U-/4+ , Wr. Floor @ /.ax/Ll- per -F/oarx3 = S,A!04 , M*i' uliit : 2 f .7'x 30 = 2.3K/4 ,
Conc. G.cJe @eqvn Acc,srs Eelow .Masy L)qlls
Assume Cor,r. LoqJs U)tll Dts*r,Lufe, E2uelly T"'A(!:2(st)+d(n)te = !6ex ,frfol Cancen+,"*:{ LoaJs,
Fv//u// lJugLf l,f csonrr/ = (+o'r 8o x /JtF= lax) *
)1.-an - clF- taK\ '- ari .-,.-r t ^/l
2
''y'uliit : ef.7^'x3o = e.3*/4 tXJ- J.6'-''t ) lvlqsy Wqll : y'{,!^X{
Conc. U)qll '/O'x l00psf .= /to'<//'t,.:-
arAL Loeo = a.ax/4 @4 Allout. -/ 14,n,
lyAr.t rBr'8" - (Concen*rqfeJ LoqJs Shown On Flqrl,Sht.#3)
Conc. GrcJe @eqrv Accurs Eelow Mq s'v' N"lls ,
= 54K/+ . C a6ta.i{y Af f"f'v ,n. Ftij =f,.SS*/tr-elb"or".
wALL_ax_ Roof e_t.q r4 Floor e ,. tK/+ Per Floor x3=WALL-C- Xf"f QL?^tv t Oe.| .- " 6.3*/",- , lrlasonry -N3|l = l7tx8o - S.Stq+
Ffj
FE---'ts,
T"' e(A
No
il.7*1'-/1.7/s = 2.4'NrJe
ChecK Tension Yn = 88rPs t
4 '4'rtr
ry): = 2ae'n''
Trv /!2 Thiek Foo{,n7
g/= tz(t1)1/6 = 912'ilr -
'-' US€ /!2 TAick f,66{1^q*/ 4-# S f. + E. il,u. Qciit
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1
tn
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tt.7/2.,rYu'e'a
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tq,
C(
A.{oql S"i/ 8ry Pressure
?c =
2'39t"') -312
At PlP€ coLu^,tNs ;
- 97/,f = 5.4"?
Conceor*tof. J
_ . t- ..- .:_L -. .' -
tlt/Laqd = 27^n"lyl & tlo ThicK)
US€ 2!8 WiJe
Retn f. u/ s-# 1x 2!3 E.w. ) 8oT.
JOHNSON -VOILAND-ARCHULETA
8Y U ?1/ D^TE
CHKD. BY- DATE
Allaan*tf, s'retss lh
6. ASSOCIATES Consulting Engineers
tosr 173 _o
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PHONE (303) 44a-t 951
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JOHNSON-VOILAND-ARCHULETA & ASSOCIATES Consulting Engineers PI{ONE (3O3) /t44-195t
PRELI[I.
waa
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JOHNSON-VOILAND-ARCI-IULETA & ASSOCTATES Consuiting Engineers
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JOHNSON-VOILAND-ARCHULETA & ASSOCIATES Consu!ting Engineers
PlzEtS0/?E
PHO E (30r) 444-195t
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JOHNSON-VOILAND-ARCHULETA & ASSOCIATES Consuiting Engineers pHoNE (30!l 444-resl
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C'IKD. 8Y- DATE PROJEGT ]//lltitf lfNrEE PRELIS.
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MECHANICAL PERMIT APPLICATION r;rr
Jurisdiction of
Applicant to complete numbered spaces only,
r& WLLAGE CENTER, VAIL COLORADO
fisee rrrrcxeo snt:t)
HIBBERD CONSTR 1127 RACE DENVER
4640 LIPAN 433 8651
LIC€N5E NO.
MAI I. A DOFEgS PHONE
ENGII{EEi
5
MAIL AD Di EIs PHOXE LIcENSE NO.
Ma rL aDoir ss airNcl
8 craesof work: firuew n ADDrfloN nALTERAT|0N D REPAIR
I Dcscribework: VENIS FOR BATHROOM AND KITCHEN AND BOILER BREECHING
Type of Fuel: oir E Nat. Gas E t-PC. E
PERMIT FEES
Air Cond. Units-H.P. Ea.
Ref rigeration Units-H.P. Ea,
Gas Fired A,C. Units-Tonnsoe Ea.
Forced Air Svstems-B.T.U. M Ea.
B.T.U. M Ea.
Floor F urnaces- B.T.U. M
Wall Heaters-B.T.U.
Unit Healers- B.T.U. MNOTICE
THIS PERMIT BECOMES NULL AND VOIO IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS- OR IF
CONSTRUCTION OF WORK ISSUSPENDED OR ABANDONED FOB A
PEFIOO OF 12O OAYS AT ANY TIME AFTER WORK IS COM-
MENCE D.I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINEO THISAPPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT.ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEOHEREIN OR NOT, THE GRANTING OF A PERMIT OOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION,
Air Handlim Unit- C.F.M-
PLAN CHECK VALIDATION
\/ AT T,
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS
PERMIT VALIDA
WHITE _ INSPECTOR CANABY - AUDIT PIN K _ APPLICANT GOLDEN FOD _ TEMP. FILE
International Conference of Building Officials
REc€za*.\
dtt
%,;e
5360 SOUTH WORKMAN MILL ROAD . WHIfiIER, CATIFORNIA 90601 (2131 699-0541
JuLy 28, L972
Ed StrubLe
Building OfficiaL
City of Vail
Post Offlce Box 100
Vail, Colorado 81657
Dear Mr. Struble:
Data for the above project has
ance with the Uniform Building
as follows:
GENERAL C(MMENTS:
PLan Check No. 8640 o' *' " ttot '
Project: Village Centre C ondmriniuns
Address: Vai1, Colorado
Type of Construction: I
Occupaney CLassif ication: H/F-z
Fire Zone No. 3
Stories: Four
Floor Area: Offlces 3,300 Sq. Ft.
Apartments 91000 Sq. Ft.
Occupant Load: 78
Valuatlon: $ 275,000.00 (Suggested)
1970 Uniform Building Code
Seismic Zone No. 1
been revieued for conform-
Code and our coments are
tu#
0/+''
OFFICES OF THE
EXECUTIVE DIFECTOR
T. H. CARTER
MANAGING DIFECTOR
JAMES E. EI HR
OFFICERS
PRESIDENI
PERRY C. TYREE
REGIONAL BU ILDING OFFICIAL
COLORADO 3PRING5. COLORADO
FIRST VICE,PRESIDEN''
EUGENE B. PESTER
5U PERINTENOENI, DEPARTMENT
OF BUILOING AND SAFETY
POMONA, CALIFORNIA
AECOND VICE.PRE5IOENT
NEWELL POCK
ct{tEF EutLorN6 |r{sPEcioR
YAXIMA, WASHINGTON
AFtEASURER
VINCENT R. EUSH
SUPERINTENDENI OF BUILDING
VERNON, CALIFORNIA
JUNIOR PAST PRESIOENT
TED E. DUKE
BU ILDING OFFICIAI-
BILLINGg, MONTANA
EXECUIIVE DIRECTOR
T. H, CARTER
5360 S. WORKMAN MILL FD.
WH IT TIER. CALIFOFINIA
MANAG ING DI RECTOR
JAMES E. BI HR
5350 S- WORKMAN MILL RO,
WHIl'TIER. CALIFORN IA
DIRECTORS
GAYLORD C. DOWD
OIRECTOR OF IN6PECTIONS
KALAMAZOO, M ICHI64N
DONALD A. ERICKSON
DIRECIOR
DEPARTMENT OF I NSPECTION9
MINNEAPOLIS, MINNESOIA
BILL P. HORN
CH IEF BU ILDING INSPECTOS
PIERCE COUN.rY
TACOMA, ln/ASHTNGTON
CHARLES R, HINKLEY
CHIEF BU ILDING INSPECTOF
MOUNTAIN VIEW, CALIFORN IA
VICTOR L. TAUGHER
BU ILOING OFFICIAL
GOUNIY OF ALAI'EDA
HAYWARD, CALIFORN IA
JACK D. WHITE
BU ILDING CODE ENC INEER
KANSAS CITY, MISSOURI
VI NCENT R. BUSH
SUPERINTENOENT OF BUILD ING
VERNON. CALIFORNIA
DICK T. JORDAN
DI RECTOR
BUILDING DEPARTMENT
AUSTIN, TEXAS
RAY J. NOKES
BUILDING OFFICIAL
COUNTY OF SANTA BAREARA
SANTA EARBARA, CALIFOFNIA
1-. In accordance with your instructions this building was
consldered to be of Type I construction housing II and
F-2 Occupancies.
2. It is asstlred that the garden level is below ground and
is therefore considered a basement. Refer to Sheet A-3
of the pLans.
NONSTRUCTI]RAL CO},IMENTS :
1. The basement is considered the first story. Section
42O as amended bv Ordinance No. 6 of the Town of Vail-'
2. 0n the pl-ans, there is an apparent conflict between sec-
tions shown on Sheet A-3 and Sheet A-1 regarding openings
on ttgarden Levelrr. Sheet A-3 shows no I'garden leve1rr.
Clarlfying details are requested.
-2-
3. The flre-resislive protection of the portions of che building
should be as outLined bel-ov. Note that al-L members described
shouLd be c1-earLy detailed on the plans showlng that the specl-fied fire-resistlve requirements are complied with. See Tables
No. 43-A, 43-B and 43-C.
(a) A11 exterior walls should be of minimrmr two-hour fire-reeistive
construction. Note that all- exterlor walLs are bearing waLls.
Section 1803 (a), Exceprion No. 2.
(b) The interior bearing wa11 supporting steel joists should be
of mlnimrsn three-hour flre-resistive construction. Table
No. 17-A.
(c) The floor-ceiLing systems of Type I buildlngs should be of
two-hour fire-resistive construct.ion in accordance with
Table No. 17-A. The cross-section of the floor-ceiLing syscem
shown on Page A-4 of the plans shoul-d refer to a specific ICBO
research recomlendation,
(d) The roof-ceiltng systeur should be of rnlninurn two-hour fire-
resistl-ve construction. The roof Detail- ttAtt on Sheet A-4of the plans should refer to a specific ICBO research recon-
mendatlon.
(.) A three-hour fire-resistive protection should be provided for
L) The W12X16.5 and the vt12x']4 beame on each fLoor,
2) The 3-inch diameter steel pipe columns on each floor.
3) Tl/le wl2x22 and che WL6x26 on rhe roof ridge line.
(f) The encl-osures for the firepl-ace, chimney, s tairway shafts and
enclosures for shaft adjacent to UniL B lavatory sha11 beof minimtrm two-hour fire-resistive construction, Thts applies
also to the shaft shown at the north-east corner of the buiLding.
(g) AlL interior nonbearlng partitions should be of minirnrm one-
hour fire-resistive construction. Plans should be clarified to
conply.
4,
-3-
Projections shouLd compLy wich Seccion 17L0.
(a) Balconies shown on Sheet A-3 and A-4 of the pLans shoul-d
be of nonconbustible construction.
(b) Eave overhangs should be of nonconbustibLe construction.
See fascia details on Sheets A-4 of the plans.
Roof coverings should be fire tetardant. Section 1704. Details
or specificatl-ons corplying wlth Section 3203 (e) are required.
Nonabsorbent finish and backing for toilet rosm floors, walls of
toilet compartments, and wall"s around urinals in the office bath-
roorn should conform ulth Section 1711 (a)'
In accordance with the Unifom Building Code, 1971 Supplement'
provisions for the handicapped to cmpLy with Sections 1711 (a)
and 3301 (1) should be incorporated on the p1an8. This applies
to the garden Level.
Doors and panels of shower and bathtub enclosure shouLd comply
with Section 1711 (c to e).
Light and ventilatlon in the garden level- ha11-corridor room 003
should comply ltith Section 1105.
Light, ventllation and sanitatlon requlremencs I'n bathroun (rom
012) at the garden tevel should be specifieil by Section 1"105.
Separate sanltation facilities shoul-d be ptovided for men and
ltomen.
Mechanical vent i1.at ing systems in baths of aLL apartments should
ptovide f ive air changes per hour directly to the outside. Sec-
tion L303 (a). Fan capacity should be specified.
Every dwelling unit and guest roqn should have comfort heating
facilities as specified in Section 13L1.
Exits.
(a) Exit doors shouLd swing
3303 (b). Doors Nos. 29
c ornp ly .
in the direction of egress. Section
and 30 on the first floor should
(b) Interior openLngs into cotridors should be protected as set
forth ln Section 3304 (h). Tr^tenty-minute rating for door
assemblies requlres compllance wlth a speciflc research rec-
omnendat lon or a l-abeled fire assernbly. The latter would
result in a forty-five-minute rating since it is the minimum
presentl"y labeled.
5.
6.
7.
8.
9.
10.
11.
L2.
13.
-4-
(c) Risers on stairways should not exceed 7-1/2 lnches and
runs should not be less than 10 inehes, Section 3305 (c).
lnformation shoul-d be on the p1ans.
(d) Basement portion of stalrways shoul.d have an approved barrier
where continuous to upper floors Ln an exit enclosure. Sec-
tion 3305 (g). Detail"s should indlcate this.
(e) I{andrails shouLd be placed not less than 30 inches nor more
than 34 inches above the tread. Section 3305 (i).
(f) Guardrails for staLrs, ba1-conies, and l"andings should con-
form with Section 1714. Note that naximr:rn clearance between
intermediate rails is 9 inches and rail height should be 42
inches .
(g) Steel ladders shouLd be provided from the top floor to the
roof at both stalnrays. An approved hatch openable to
exterlor of roof should be provided. S6e Section 3305 (1-)
and Section 3305 (n) as arnended by Ordinance No. 6 of the
Town of Vail".
(h) Stairways should be enclosed as specified in Section 3308.
Two-hour fire-resistive wal1s are required. Doors should be
labeLed one and one-ha1f-hour fire-resistive assemblies.
(f) Door No. 6 shown on Sheet A-L of the plans should be a
labeled one-hour fire-resistive assembly. Section 503 (c)-4.
14. Roof dratnage shouLd be conducted under the pub1lc sidewal.k, Sec-
tton 3207 (e).
Dry standpipes are required. See Sectlon 3803 (b),
Wet standpipes are required as specified in Section 3804 (b) as
amended by Ordinance No. 6 of the Tor'rn of Vail.
L7. Flreplaces shouLd corply with Section 3704. Details of attach-
ments and supports are required to check chimneys and fireplaces
for compliance with the Uniform Mechanical Code.
18. The interior wa11 and ceillng finishes should be specified and
cmply vith Table No. 42-B and Section 4203.
15.
L5.
-)-
19, Gypsr:m wallboard cannot be installed on weather-exposed sur-
faces. See Sheet No. A-4 of p1-ans, eave detail. The 'Thoroseal-rtfinish should refer to a specific research rec srrnendation.
20. Glass and glazLrtg should comply with Chapter 54. Type and thick-
ness of glass should be specified. Glass and glazlng at the stair-
ways should comply rrith Section 5406.
2L. l{echanical plans shouLd be filed so cornpliance rrith the Uniform
Mechanical Code can be determined.
STRUCIUML CO{MEMS:
1. Special inspection in conformance with Section 305 is requlred for
the folLowing work:
(a) A1L structural concrete where the design is based on an ulti-
mate compressive strength in excess of 21000 pounds per square
inch.
(b) A11 welding except where done in the shop of an approved fabri-
cat or.
(c) Masonry waLL construction. See Sheet No. 7 of the calcul-ations.
2. Soil- classification in conformance with Table No. 29-C and 5,000
pounds per square foot soil bearing value used in design should be
specified on the p1ans. Value is subJect to your approvaL. Sec-tion 2904.
3. The foundation investigation report mentioned in plans was not
included in data fomarded to us. It shouLd be submitted for re-
view.
4. Welding data or details for steel decking used as a diaphragm should
be provided. Information should comply vith a specific ICBO re-
search recornmendation or test data submitted in cmpliance with
Section 106.
5. Details should be provided on roof and floor diaphragm connections
that indlcate how the shears are transferred to vertical shear-resisting elements. Connections shouLd be Justified with struc-tural calculations for comp l iance with allowabLe values.
6. Railings should be deslgned to withstand a 20-pound per foot hori-
zontal force. Section 2304,
-6-
7. Plans should indicate that foundatl"on embedment complies wlth
Section 2905 (a) as amended by your Ordinance No. 6.
8. Refer to Sheet No. S-2 of plans. The note referring to the
3-inch steel pipe c ol-umn should indicate that che colurnn is 1o-
cated on first, second and third floors.
9. Detalls of ancborage for beam No. B-3 shou!-d be on the p1ans.
See Page No. 2 of cal"culations.
10. Shears for steel joists as calculated on Page No. 1 of calcula-
tlons should be reconputed. The size of members should be in-
creased. The valldity of shear formula used is in questlon.
11. Anchorage of the right end of beams No. B-7 should be sufficient
to ensure against upLift in the event the balcony is fu1ly loaded
and the floor area has no live load. Details should appear on
the plans. See. SheeE No. S-2 of the plans and ?age No. 4 of cal-
cul.ations.
L2. Justification is required to shovr ttrat the lateral bracing at
the 3-inch co h:mn and the WL2XL5.5 beam is such that a ?rfixedrl
condition exisrs (K=1) . See Page No. 5 of calculations and
Pages 3-5 and 3-38 of ATSC manual, 7th Edition,
13. The 61200 pounds per lineal foot value for maximum load at the
foundation wa1L, referred to on Sheet No. 7 of the calcuLations,
should be Justified. Note that the t\^rork sheeErr data mentioned
has not been submitted.
14. In the lateral- 1-oad analysis,
the distribution factors are
should be provided.
ghown on Page 8 of the calculations,
in question. Justifying calculations
May lte suggest a valuation of $275,000 in lieu of your figure of
$2101000. Please {nform us of your decision so that an invoice can
be iegued to cover our services.
4l,L data is being held pending further instructions from you. Tf in-
scructions are not received, data rr111 be returned in 90 days ln con-
formance with Section 302 (b).
Please feel free to contact
TJK:BNH:hb
ue if there are any questioDs.
Yours very tru1y,
IMERMTIONAL C ONFERENCE
OF BUTLDING OFFICIALS
oSramatsu
?lan Check Engineer
Matdlals Testing $ruice
#"?,39&'S 80302
MATEnIALS REPORT for
Job No. or f. o. l/zZ/Zz
Doro Tcrfod: Z/ZT/Z2
Mix l.D.: 6 sft Slump:
woro, tt$-.4P Mix
Toro I Yords:
Wotcr Rrduccr:
Wind:
Hibberd
52t-L
Timc Borchcd:
TEST CYLINDENS
3 DoY
33/4trti,,
Air Tcmp.:
Toto I Woiar:
Air Entroining:
Humidiry:
Tir" Ploc"d,'
52L-25
7 Doy
L
2.
3.
4.
Av.roea
REI{ARKS:
3 rdritevel Floor SlabField Cure Proto-MixAylin$er by Richards Ergr.
825 -5261 2531 West 8th Ave.
Denver, Colo. 80204
Tickrr #Tnrck
Locotion: Vail Village Center 51[
WtlCu.Ft.:Y icld:
Concratc Tcmp.:
F A Mo is turc:
Co lcium:
Wcother:
Time Tcstcd: 9i OO
14 Doy I@ 28 Dcy
L%3
r, '] \$ lii
ls Testing SBrYice
825 -s261 2531 West 8th AW.
Denver, Co|o.80204
Hibbard Construction
3/lr" li,'
Air Tcmp.:
Totol Wolcr:
Air Entroining:
Hum idity:
Timc P loccd:
Lr2131@ 7 Doy
L7%
Tickrr #
ViIIage Center Phase I
Locorion:3rd Level Floor Slab
Wt/Cu.Ft.: Yicld:
45 D*t
B D"y I hold
L?5b )aLA
t2t3
r'l.i'- - :,,
ldei, Colo. 80302
ltATERIALi REPORT {o,
Job Naor LD. 52L-l
Dorr flrtcd: ?-2?-72
Mlr l.D.: 6 sk Slump:
Wctcr Tmp.:
Totol Yordc:
lYctrr Rrduccr:
Wind:
Timc Borchcd:
TEST CYLII{DENS 5?L -
3 DoY
l.
2.
1
1.
Avcroga
REITARKS:
Concrcte Tcmp.:
F A Moisturc:
Colcium:'
lYco thc r:
Timc Tcstcd:
14 Doy t@
ftcmnos uncrnrrnsfra
P. O. Bq Slil
vArL ooLoRAoo 81657
LETTilOF
TO
Uln47S5O72 Dnn r2f+15:ll
Illbberd Constructlon Co.
P.O. 8ox 641
Val1, Colorado 81657
!fr. Ed Srruble, Eulldlng
Tonn of Vall
6,effflent1lltll, Colorado
InBpec to r
81657
YOU r(8 Attached D
n Prinls
D Change order
WE ARE SENDING
Il Shop d rawings
D Copy of letter
Under sepante cover via
E Plans
!
tho following itrmr:
tr Samplcs O Spoclfications
coPtEs OATE NO.DESCRIPTION
1 Ttren.^f {.rn Rcnar}c nn V{ I I eoa a-rn} et -ftrlt.e 2l - -frrlr 7 - lC?,
THESE ARE TRANSMITTED as checked
EF For approval
fl For your use
[: As requested
C For review and comment
! FOR BIDS DUE
below:
D Approved
[J Approved
a.l Returned
as submittsd
as noted
tor corrections
D
tr
n
Resubmit-copics ior approval
Submit
-copios
lor distributbn
R6turn
-corructed
prints
il
19- N PRINTS RETURI{ED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: IGrrneth E. Rlcherde
lt .nclorur.f rn. not r. t ot.d, liadlr rolrt' t t tl on€.,
Fr. ?44- l. ia.a Lid Lid. rc., Li...i. h.
I nrcnrnos trcrrrrnsr n[.
Port Offlcr lc 643
Vall, Coloredo E1657
476-5072
@NCR8TE. I,IASONXT AI{D TSITIOICIIF !'TEIT. llFAI
'r'l l1w4 H r*' !;:'LZ{ft
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Drt ftr lfcrtbcr Ipcrtlo!fnrfr
Juridiction
Applicent to complete numberd qaces only.
WHEN PROPERLY V
PLAN CHECK VALIDATION cK. M.O.
. //tu-/2
PPLICATION rlr
ATION/*h/ /rc'293.
tfisr: etrecxeo sx:srt
zlc PHor{E
!rcE{3E NO.
ItECI Oi DE9rOrrai II. ^DOiEt' FHONE LICENSE NO.
LICENSE NO.
L'ND€i MAIL OD
U9E OF AUI LDtI{C
8 Ctas oI worK: ,FI\|CW tr AOOITION tr ALTERATION D REPAIR
Typs ol Firtur. o? ltan
WATER CLOSET (TOI LET'SPECIAL CONDITIONS:
LAVATORY (WASH BASIN'
KITCHEN SINK E OISP.
LAUNDRY TRAY
WATER HEATER
NOTICE
THIS PERMIT BECOMES NULL AND VOIO IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN @ DAYS, OR IF
CONSTRUCTION OB WORK ISSUSPENDED OR ABANOONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
I HEREBV CERTIFY THAT I HAVE READ ANO EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF I.AWS ANO OROINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEOHEREIN OR NOT. THE GRANTINC OF A PERMIT OOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
SICNATi',FE O'' CONTiAC
UR INAL
DR INKING FOUNTAIN
FLOOR--5INK OR DRAIN
cAS SYSTEMST NO. oUTLETS
WATER PIPING & TREATING EQUIP,
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
WHITE - I NSPECTO R CANABY - AUDIT
DA
PI NK - APPLICANT GOLDEN ROD - TEMP. FILE
//60 I
PLAN CHECK VALIDATION
WHITE - INSPECTOF
of Town of Vait
PERMIT VALIDATION
PIN K - APPLICANT
BUILDING PERMIT APPLICATION
Jurisdiction
to complete numbered spaces only.
Vlllage Centre, Town of Vai1, Colorado 816
Part of Tract C
(L_lsEE ATIACHEO sHEET)Vail VillaEe - lst F11
2-T'treet _ q1z2-
-64 00
ove
LICEN9E NO.
AiCH I TECi Oi OE5IONEF LIcENSE IO.
LlcENsE l{o,
L EN OEi MA|L ADDiESG BtANcH6 unffnn BANK oF DENVER fZ40 Broadway Denver co
7 Condomlnium Units
8 crassofwork: FNEw trADD|T|0N trALTERAT|0N trRepnrn trMoVE flREM0VE
9 Describework: Construction of six condomi_nlum units
l0 Change of use lrom
11 Voluationof work: $ 210, 000 PLAN cHEcK FEE $16B. AB eenurrree $3j$
SPECIAL CONDITIONS:
3:::;'""" T;-
Si2e of Bldg.
(Total) Sq. Ft.
Flrr Sprlnklert
Required [y", FNq
!l"i,L,,"n, 6
OFFSTREET PARKING SPACES:
NOTICE
SEPARATE PEFMITS AB€ REOUIRED FOR ELECTRICAL, PLUMB.
ING. HEATING, VENTILATTNG OR AIR CONDITTONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHTN @ DAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDEDOR ABANDONED FOR A
PERIOD OF 12O DAYS AT ANY TIME AFTER WORK IS COM.
MENCEO.
T I HAVE READ AND EXAMINEO THISTHE SAME TO BE TRUE AND CORRECT.
VS AND ORDINANCES GOVERNING THISCOMPLIED WITH WHETHER SPECIFI EDGRANTING OF A PERMIT DOES NOT{ORITY TO VIOLATE OR CANCEL THEER STATE OR LOCAL LAW REGULATINGLPEmORMANCE OF CONSTRUCTTON.
SOI L REPORT
UIHEN PROPERLY VALIDATED (IN THIS SPACE' THIS IS
CANARY - AUOIT GOLDENROD _ TEMP, FILE
I
V
Va-!.r*--/J,,. 4- *"-az -,a-r-
(r7 f,i-1 l./, o. a-t 1y.\Je 4,, ol x g-'
€ /2?t1.ay'
/ry
1'2A-a.4
re t5t
lNrrRNATroNnl CoNFERENcE oF BurmrNo OrncrAls
NEW ADDRCSS: 5360 SOUTH WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90601
TELEPHONE (213) 699-0s41
June 9, L972
OFFICERS
FRE€ IDENT
PERRY C. TYREE
FE6IONAL BU ILDIN6 OFFIqIAL
COLORADO SPRIHGS. COLORADO
FIRST VICE"PFESIqENT
EUGENE B. PESTER
SUPERINTENDENI, OEPARTMENT
OF BUILDING AND SAFETY
POMONA. CALIFOFN IA
6ECOiIO VICE-PRESIDE'{T
NEWELL POCK
CIIIEF BU I LDING INEPECTOR
YAKIIfA, lJltASHIN6T0N
TREASURERvlNcENT R. BU9H Ed Struble
SUPERINTENDEI{T OF BUILDING
vERNoN, caLrFoFNr^ BUilding OfftCial
City of Vail.
Box 100
Vail, Colorado 81657
Dear Mr, Struble:
This is to acknowledge reeeipt of data on June 9,1972,for the above proJect which will be. reviewed and our
cornments forrrarded to you as soon as possible,
May we thank you for your Interest Ln our services.
Yours very truly,
TJK: hb
cc: Hibberd Conscruction Company
A Nonprofil Service Oryonizotion for lhe Mqinlenqnce of the IJNIFORM BUILDING CODE ond Reloted Ordinqnces
ond Oflerino Soecio/ Services lo Active Clqss A Members
OFFICES OF THE
EXECUTIVE DIRECTOF
T. H. CANTER
MANAGING OIRECTAR
JAME6 E. BIHR
TECHNICAL DIRECTOF
D. R. \^/ATSON
Plan Check No. 8640
Vtllage Centre Condominiums
JUNIOR PASi FRESIDENT
TED E. DUKE
BUILDING OFFICIAL
EILLINOS, I'ONTANA
EXECUTIVE DIFECTOR
T. H. CARTER
IO SOUTH LOS ROBLES
FA6ADENA, CALIFORNIA
MANAGING DINEqTOR
JAMES E. BIHR
30 SOUTH LOs ROBLEg
PASAOENA, CALIFORNIA
DIRECTORS
GAYLORD C. DOWD
OIFECTOR OF INSPECIIONS
XALAMAZOO, MICHTGAN
DONALD A. ERICKSON
DIRECIOR
DEPARTMENT OF INgFEC'IONS
MII{NEAPOLIS, MINNESOTA
BILL P. HORN
CHIEF BUILDTNG INSFECTOE
PIERCE COUNTY
TACOMA, \/|,ASHINOION
CHARLEg R. HINKLEY
CH IEF BU ILOING INSPECTOR
MOUNIAIN VIEW. CALIFOFNIA
VICTOR L. TAUGHER
BUILDING OFFICIAL
couNTY oF aLAltEba
HAYWARD, CAL! FORNIA
JACK D. WHITE
BU ILDING CODE ENG INEER
KANSAS CITY, rrlSSOURl
VINCENT R. EUSH
SUPERINTENDENT OF BU ILDING
VERNON, CALIFORNIA
DICK T. JORDAN
DIRECTOR
EUILDING OEPARTMENT
AUSTIN, TEXAS
RAY J. NOKES
BU tL9ING OFFICIAL
COUNTY OF 6ANfA BARB RA
SANTA EARBARA, CALIFORN IA
IMER}IATIOML COMERENCE
K tsu
Check Eng ineer
June B 1972
Mr T.J. Koyamatsu
ICBO
5360 South Workman M111 Road
Whlttler California 90601
Dear illr Koyamatsu;
Enclosed are the dnawlngs and structural calcufatlons
for Village Centre Condomlnlums in Va11, Colorado'
Ed Strubel, the Buildlng Inspector 1n ValL' requested
that we send you these ptans for your approval'
EncLosures/r
bcc: Ed Strubel' Town
Herman Harroun t
of V.ila-
TreeToPs Condorninlums, Vail
.I127 RACE STBEET t DENVER, COLORADO 80206 I TELEPHONE (303) 35F64OO
..,
i,
Rrcr{ARDs ENGTNEEnqTNC.
P. O. Box 6'lil
VAll.' @ITORADO 8f657
Ul|l f765072 DcnYrr 2rlrl-l5ill
LETTQ 0F TmANSnnorTAn-
tho following item3:
D Samples n Spccificationg
TO Elbberd Cooatructlon Co.
P.O. Box 541, Vall , Colorado 81657
3u11dl{nE nepsr trneat
Tonu of Val1,
Vallr Colorado 81657
GENTLEMEN:
WE ARE SENDING YOU
u Shop drawings
! Copy ot lettcr
ll Under separate cover via
D Change order
tG Attached
! Prints tr
!
DATE lJoi tao
Septenber L. L9l2 | V2-89
Insoectlona - Vlflage C€oter
coPtEs DATE NO.DESCRIPTIO'{
1 Inepectlon Reports - Vlllage Center Auguet 7 - t6, L972
THESE ARE TRANSMITTED as checked
D For approval
ESor Your use
O As requestcd
below:
D Approved as submitted
E Approved as noted
! Roturned lor corrections
[] Resubmit-copies for approval
'U Submit
-
copies for distribution
I Return
-corroct€d
prints
D Foi review and commant fl
O FOR BIDS DUE -I9 tr PRINTS RETURNEO AFTER LOAN TO US
REMARKS
Of,fice f.r! 6rrf ?.t'{etr t"rd fIIpB-
SIGNED: Cg_.,t s- R{..herde
tl anaroaatrat ava ad aa not d, hlndl, aotlty t . ,t onca.
@PY TO
O RrcnAnDs Er$orNEERs, rNc. O
Post Offlcc 8ox 643
Vall , Colorado 81657
476-5072
CONCREf,E. I{ASONRY ATD REIXFONCING STEEL BEPORT
Conclste Placcoeot
Drte fb.tlcathcr Locatloo loarke
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t t nrcsAnos E!rerNEERs, rwc. OPoet Offlce 8or 643
Vall, Colorado 81657
476-5072
@xcREt8. I{ASONRY Ar{D RETNTOnCINC STEF. RBPORT
w, <{,'y'/ t 14 - .
Coactite Plrc,eoeot
lcbforclar 8tccl
Drta lLn Locetlon lcnerLr
Dats tLs S.rthGr Locatlod Slurp CtU-ndcrt
llmoan Inroectloo
Drto rl,I Itrtathcr Locetlon llgrlr
Ltr //zyr Fdtf 14.,t a o.// L, t- t,a(a. (,
- RICAARDS ENGIIIEERS, lltc.v
Pogt Offlce Box 643
Vall , Colorrdo 81657
476-5072
CONCRETE. I{ASONRY A}TD RBI]rtrORCINC SIEET REPORT
rt \,/ / f)lot,
Coocrrtc Placcncot
Drta ltD tlcrthGr Ipcatlon Slunp Gyllodon
lSrorrg laroectlon
Drts TID tlcrthct LocStlon laoerLr
ll".n //:@ nfu"a.t< /d "..a1'/-,.e/d, k.
lrlnforctsr 8tc1
q/<
u, e/s 8a llel {Jt
Fr?t^e* ca) I t*o,<
Irrpcctor
I RTGHARDS ENGTNEERINC.
P. O. Box 54il
vAtL. coLoRADO 81657
Vail 476.5O72 Denvcr 244-1521
LETTft OF TRANSNNOTTAL
the following itcms:
L Samples L i Specifications
TO Hlbberd Cons tr,ult lolt Co,
Post Offlce box 641, Vall,Colorado 81657
Mr. 4d S+rrrb1e-..8+iJ4i+g . hs+eecor_
Towrr of Val1 ,
Post 0ffice Box 100, Vail, Colorado 81657
GENTLEMEN:
WE ARE SENDING YOU E Attached i
f. Shop d rawrn gs Prints
iJ Copy of letter Change order
Under separate cover
ll Plans
vta
li
Inspectlons - trtI Vlllage Center
:., go_Pl E!
1
THESE ARE TRANSMITTED
Ll For a pprova I
F9( For your use
L As req uested
as checked below:
L_l For review and comment
i Approved. as
tj Approved as
l: Returned for
submitted
noted
correction s
r' Resubmit-copies tor approval
: I Submit
-copies
{or distribution
Ll Return
--corrected
prints
REMARKS Coples of_- the concrete test results should
PRINTS RETURNED AFTER LOAN TO US
be sent to our offlce for revlew
tI FOR BIDS DUE
Inspection Reporus - Vlllage Center June 28 - August 4, L972
and flles. None has been received to date.
srGNID:
if enclosutos ,te not as ioaed, ktndly notily
Kenneth E. Richards
COPY TO
t;RICHARDS ENCIITEEBS, MG.
. Port Offlce Eor 643
Vall, Colorado 81657
476-5072
@NCRET8. ilASoNRI AltD REINF9RCTI{C SrBlx. n8PoBT
Ji,.,, nFott t.'' .)At'{ rl'
Codcrstc Placement
Detg Irrs fcathcr .r.l Locrtlon 8lury GTllodrtr
lttLL ?:1d ',.,!;{ ;,^ *.1 ",{ ht !'rl: ^:::i' /
6.t b 5if Seuter/tie eea(eru,tl.
l{aronrv Iugpectlon
// a-t e 4e € t-,g
Bcloforchr Stccl
D8tC Its Locctloo l:rrrtr
r3.t/tr.
k<o.nk
w ld
lo\tfl,/2laa {e"#- n {l- -/tt ,t)trr u- /,}- .f ,
OaUteb ol J.tftppJ nCC A,t tEocl
Ar*, t L.r,rc Teee 6e.* t/altzJ- zdrra.
tl* r1 ,,,1o i/lh, c,u lcrp €cv t-t .6cA;,t. oJ.'r..1-J^ B.
tla,-r'ocfJ-lly Z' I y
a yJ ,.tttt -c*{oJa.l ^,
IFF'
k'l RICHARDE ENCINEERS, ITIC,
Pogt Offlce lor 643
Val.l, Colorado 81657
476-5072
coNcRETEr HA.SoNil AND &ETNFOnCTNG stElx. BEIoRT
For: H,'/lo t-l
lt)
loc,
'6,
aa
,lll
7;
Coocrete Placcnent
Drte Tlne 9eether Locatlon 8ft4 6!llndrrr
Ueaonrv lngpectiou
Drtc Itlc lleathcr Locatlon fflrb
lGlofotcl.Bt Steel
ooa bf|4 |
'fi erlT t{
lupthrl i7-tu
RTCnARDS EIICINEERg, INC.
Poet Offlcc lor 643
Val1 , Colorado 81657
476-5072
@IICR8TE. I.{ASONRY AIID IEIITPONCINC STEEL BIPONT
ror: t4rl/"-l
Coreretc Placenent
Drte Itra Itcather Locstlo!8lrry C:ylltrd.E.
llronry InsDectlon
DItC Tb.llcather LocatloD larb
S.lllorclos Stfil
\-
--/ - \-'--
,Sl3oawre of Iorpector
O RT'EARD' Etrcr*Esns, r*c. O
Poet Oftlce lor 643
Va1l , Colorado 81657
476-s072
@NCRETE, }IASONRY AND REIilFONCING STIIL IIDBI
Coucretc Placeoent
Uarort Inrprctl,on
Brlolorclar 8tcc1
(ott
^ftq494
-F-- .'-' f
8igrrmrr of larDrctor
I)rtr f!l.llcatber Loc.tloa tbT QTl;ldrrr
fiTt l.?,'.oo tsarr / t./ {/ ,/o /'a.r,?t
l.tfi,lt ?.'ao C/cul"du u/-{-,'..' 4t (/. f 4/e
D!t.Itr Tcethcr tocatloa fnrrtr
tW
tra.h 1:ao Falr fl. f. 4*tiet- u,t-//leq q>6tf{u1t(c
r Oi e*-o-t 4.c a*-
?oTuly 3':a4 d^oJ-FOn? + 1 p .ra : *,cti . n*7p.fi1r*t
a.gtc, t), ^c tl tlt- aaottt>9 at lti a,
,lft^lv 1:aa tsa t I #xftr."J,i{ir;
t*r iffi
RICHARDS ElfcItfEERSr Il|C.
Poet Offlce 8or 643
Vall, Colorado 81657
476-5072
@NCNETE. }IASONRT AIID RUINFOTCIT{G S[!EL IIFfir
rct, H,'I /p,t.J.
@lct€tG Placeoent
Hrtot6r llrpactlou
Fe
t--\- ,.J 'C-, .Slgnrturc of lnrFcaor
Drt ItD€geathcr Loc.tlon tfx4 Gllladrr
ihLzt 4:D FA /A E:J"frJ7 t/W"-"-yo *,fr?/-.a
Tilvilt f,:9.(>?lt r Gr.-rj A </J - eatf .)/o t'/
Drt.llr lfcrthar Locrtl.oa lrrtr
ft ltzr tq€OonJr ?J* il+t a,K.
f,ulrr q'.ld It * // "d.k.
["fu2r z:ja /1 ?>llrt.!{thm,;rlz./i t'.,. /l*j,
"E::I:::f )g-." -/tut 9/rr,'4til leta ,
["ly2c 9'a a Fa)..r' v.,
7 ct j" 4 41',,. /l-
lrlaforclr 8tcc1
Drtt 118.l,oclt1oo fnrtr
filrt(bla 3 il btzl /o,, iaicf r@a>.{o,n-d.E
,iJtDL V: vc
Af€a. t lst *r *^atottra;r;p ;/rt/>6t
#{rF}
O RrcnARDs ExorNEERs, r,rrc. O
Port Offlce Eot 643
Vall, Colorado 81657
476-5072
@NCREf,E. XASONRY AIID BErtrFOrcnc sf,EB. BtPqlT
,", /y' )J/ er.n
:
Coocrlt3 Placcoeat
Drtr Ttna Itcather Locotloa I
tlq ctUldG.
l{a.qorv IscDsctloD
D,rtc Ttr lleather Locatloo lcrlr
t)'JuX Q )oO Fa tt-3 il *r a4" /euel O.k
rfi'lqll 7':aa Fa)r t / /t t/t/ ttf d.,<.
;1 i (t .{-.N
trinlorclng Strcl
<./r .l< y- .L,,
slgE tur. ot lilD.ecor
o ..{Frqi
RICIiARDS EI{CINEERST IlE.
Poet Offlce 8os 643
Va1l, Colorado 81657
476-5072
@NCRETE. HASOBRY AND REIf,FOICilC STEEX, RllON$
Coacr€tc Plrcc8eot
Drte ftuG fcathcr Locrtloo 8tum ctudc.
l^n4 (t ]a Fa )r ; /( / ./' t4 " t e,te/ 1/ c /J c.dJ.lL 3"l)a
o -..t {; .4 /6 o,( 6elai lestl , -TLLloJcf*,, /c,f. tf t a / ^ lJa,l p-J /,,J- lr.lA I LJ/--t
llrroary Inrocctlou
DTtC ltlr gcrthcr Locrtloo fnlrtr
h.L /Z:aa Fa. tr
J/e cl p./ r ter*€t, q.S gcf
7.J * y'X 1"u-/ ,.--tfe/p p,f
A.J /z toa ,E;>7-r'* qH./p'rt-/ n --','./'u)a-t .
blafotclar Stral
DrtC Ttr lpcatlon lrdtr
/l^l tC )da ? tl * ./ dzolto/ .l'haraz/v ?^/or. Ar,C
818!rc,uro
*I
NI CAL PERMIT APP
I
Lrc ATIONMECHA
Jurisdiction of
Applicant to complete numbered spaces only.
PLAN CHECK VALIDATION
Eanle County
WHEN PFOPEFLY VALIDATED (IN THIS SPACE ) THIS IS YOUR PERMIT
PERMIT VALIDATION
INSPECTOR
REOiOER FROM; INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I 6O SO. LOS ROALES
'
PAsADENA, CAIIFORNIA 9I101
VilLaoe Center Phrse I. Vail . Colora.lo
1!see artrcxeo sxe er 1
7' Hibberd Construction
ztP PttoNE
1127 Race St.. Denver. Colorado 811206
CONTiACTOR MAIL ADOiESS PHONE LICENSE NO,
3 Mar,"ell Heatino conDa,nll 1235 South Huron St.. De.nver. eolo. 777-66
aRcFtTECi Oi OES!6NEn M^ IL AOOiES S EFO'{E LICENSE NO,
EN6IItEER MAI L A OOF EsS PiOHE LICENSE NO.
MA|L AOORE ss SFANC!
IJ SE OF BUILOIN6
8 C|ass of worK: tr NEW tr AOOITION tr ALTERATION tr BEPAIR
Installation of Hot water heatinn .cystem
Typsof Fuer: Oit n Nat.Gas I LPG. fl
PERMIT FEES
Typ€ of EquipmentSPECIAL CONOITIONS:
Air Cond. Units H.P. Ea.
Boilers-H.P. Ea.
Gas Fi.ed A.C. Units-Tonnaq€ Ea.
Forced Air Systems-B.T.U. M Ea.
E-*t j Svstems-B.T.U. M Ea.
Floor Furnaces-B.T.U. M
Wall Heaters-B.T.U. M
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 OAYS, OR IF
CONSTFUCTION OR WORK ISSUSPENDED OR ASANDONED FOR A
PERIOD OF 12O DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.I HEREBY CERTIFY THAT I HAVE R€AO AND EXAMINED THISAPPLICATION ANO KNOW THE SAME TO AE TRUE AND CORRECT.ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNTNG THISTVPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT OOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
r / -/ t/"1 /,, ,- l,-I-,t .-- ,/t/-.t:-
SIbN^.fURE OF CONYiAC'Oi OR AUT}!OFIZED A6ENT (IAT')
Unit Heaters-B.T.U.
TOTAL FEE
Form lOO.4 +69
a
usE spAcE BELOW FOR NOTES, FOLLOW.UP, ETC.
: .:.
International of Building Off icialsConf erence
5360 SOUTH WORKMAN MILL ROAD . WHITTIER. CALIFORNIA 90601
October 18, L972
(213) 699-0s41
OFFICERS
PRESIDENT
EUGENE B, PESTER
DIRECTOR OF
COMM L, N ITY OEVELOPMENT
POMONA, CALIFORN IA
FIRST VICE.PRES DENT
NEWELL POCK
CHIEF BU ILDI Nq INSPECTOR
YAK IMA, WASH INGTON
SECOND VICE PRESIOEN I
JACK O, \/YHITE
BLIILDIN6 COOE ENG NEER
KAN5A5 CITY. M ISSOU R I
IREAgURE IVINCENT R. BUSH
SUFERINTENOENT OF BU ILDI NG
VERNON. CALIFORNIA
JIJNIOR PAST PRES'OENT
PERRY C. TYREE
FEGIONAL BUILOING OTI IC LALcoLoRAoo SPRtNGS. (]OLORAOO
EXECT,ITIVE DIREC-TORT, H. CAR'ER
536() S. WORXMAN MILL RO
WH ITTI ER. CALIFORNIA
MANAGING DIRECTORJAMES E, BIHR
5360 5- WOFKMAN MILL RD.
WH]T'I IER. CALIFORN IA
DI RECTOR9
GAYLORD C. DOWD
O IRECIOR OF INSPECTIONs
KALAMAZOO, MICH IGAN
DONALD A. ERICKSQN
orREc.roR
OEPAFTMENT OF INSPECTIONS
M IN NEAPOLIS, MI NNESOIA
B ILL P. HORN
cH tEF BU tLDt NC tNSPECiOR
FIERCE COUN'TY
TACOMA. WAsH IN GION
ROSFRT B. FELDN ER
SUF€RINTENDENT OF
CENTRAL INSPECTION
WICH TA. |<ANSA9
CHARLES R, HINKLEY
CH IEF BU ILDIHG INSPECTOR
MOU NTA IN VIEW, CALIFORNIA
VICTOR L. TAUGHER
BUILDING OFFICIAL
COIJNTY OF ALAMEOA
HAYWA RO, CALIFORNIA
VINCENT R. BUSH
SUFER'NTENDENT OF EU II-O ING
VERNON, CALIFORN IA
DICK T. JORDAN
O RECTOR
BUILOING DEPARTM ENT
ALJSTIN. TEXAS
FLOYD G. MCLELLAN. JR.
D IRECIOR OF BIJ ILO ING
ANO SAFETY
COUN TY OF ORANG€
SANTA ANA. CAL IFORN IA
oFFlcgs oF IHE
EXECUTIVE OIRECTOR
T. H. CARTER
MANAGING OIRECTOR
JAMES E. AI HR
TECHNICAL DIFIECTOF
O, R. WATSOH
Plan Check No, 8640
Project: Village Centre Condmrinlums
Jerry Aldrich
Building OffictaL
City of Vail
Post Office Box 100Vail, CoLorado 81657
Dear Mr. Aldrich:
We are reEurning all
on the above project
JuTy 28, 1972.
data Eo you under separate cover
in accordance with our letcer of
Please feel free t.o contact
of further asstgtance.
TJK: hb
thls office if we can be
Yours very truly,
IMERNAT TONAL C ONFERENCE
K Csu
Check Engineer
\o
COLORADO TESTING LABORATOR IES 136 L ipan Street
0enver, .Col orado 80223
Phone - 244-2486
CONCRITE TESTS
Cl ient Hibberd Construetlon Coropany Job No. M-I008
1127 Race sr - ' ^ - eolorudo suppl ier
-
-- r -\-
Proi€ct Vl1lage Center, . Phase 11, va\, Colo. Ticket No.
,""$
Date of pour Oesign minimum psi
Slump /in. A ir conteht
Unit wgt. (fresh) ocf Temperature
Weather
Remarks Recelved 3 cores on 10-3-72
Cylinder code Age of break {days)Test str. (ps i)Rema r ks
822
l-H
2-H
5-n
37I5
3940
5000
Slab lst floor atEntry
Footing Center WaII
Ist floor at Entry
Slab Closet 2nd floor
Cop ies :
2 CL]EM
COLORADO TEST ING LABORATOR I ES, INC.
REG ISTERED PROFESS I ONAL ENG I NEERS
RTCnARDS EIICINEERg, INC.
Poet Offlcc lor 643
Val1 , Colorado 81657
476-5072
@IICR8TE. I.{ASONRY AIID IEIITPONCINC STEEL BIPONT
ror: t4rl/"-l
Coreretc Placenent
Drte Itra Itcather Locstlo!8lrry C:ylltrd.E.
llronry InsDectlon
DItC Tb.llcather LocatloD larb
S.lllorclos Stfil
\-
--/ - \-'--
,Sl3oawre of Iorpector
O RT'EARD' Etrcr*Esns, r*c. O
Poet Oftlce lor 643
Va1l , Colorado 81657
476-s072
@NCRETE, }IASONRY AND REIilFONCING STIIL IIDBI
Coucretc Placeoent
Uarort Inrprctl,on
Brlolorclar 8tcc1
(ott
^ftq494
-F-- .'-' f
8igrrmrr of larDrctor
I)rtr f!l.llcatber Loc.tloa tbT QTl;ldrrr
fiTt l.?,'.oo tsarr / t./ {/ ,/o /'a.r,?t
l.tfi,lt ?.'ao C/cul"du u/-{-,'..' 4t (/. f 4/e
D!t.Itr Tcethcr tocatloa fnrrtr
tW
tra.h 1:ao Falr fl. f. 4*tiet- u,t-//leq q>6tf{u1t(c
r Oi e*-o-t 4.c a*-
?oTuly 3':a4 d^oJ-FOn? + 1 p .ra : *,cti . n*7p.fi1r*t
a.gtc, t), ^c tl tlt- aaottt>9 at lti a,
,lft^lv 1:aa tsa t I #xftr."J,i{ir;
t*r iffi
RICHARDS ElfcItfEERSr Il|C.
Poet Offlce 8or 643
Vall, Colorado 81657
476-5072
@NCNETE. }IASONRT AIID RUINFOTCIT{G S[!EL IIFfir
rct, H,'I /p,t.J.
@lct€tG Placeoent
Hrtot6r llrpactlou
Fe
t--\- ,.J 'C-, .Slgnrturc of lnrFcaor
Drt ItD€geathcr Loc.tlon tfx4 Gllladrr
ihLzt 4:D FA /A E:J"frJ7 t/W"-"-yo *,fr?/-.a
Tilvilt f,:9.(>?lt r Gr.-rj A </J - eatf .)/o t'/
Drt.llr lfcrthar Locrtl.oa lrrtr
ft ltzr tq€OonJr ?J* il+t a,K.
f,ulrr q'.ld It * // "d.k.
["fu2r z:ja /1 ?>llrt.!{thm,;rlz./i t'.,. /l*j,
"E::I:::f )g-." -/tut 9/rr,'4til leta ,
["ly2c 9'a a Fa)..r' v.,
7 ct j" 4 41',,. /l-
lrlaforclr 8tcc1
Drtt 118.l,oclt1oo fnrtr
filrt(bla 3 il btzl /o,, iaicf r@a>.{o,n-d.E
,iJtDL V: vc
Af€a. t lst *r *^atottra;r;p ;/rt/>6t
#{rF}
O RrcnARDs ExorNEERs, r,rrc. O
Port Offlce Eot 643
Vall, Colorado 81657
476-5072
@NCREf,E. XASONRY AIID BErtrFOrcnc sf,EB. BtPqlT
,", /y' )J/ er.n
:
Coocrlt3 Placcoeat
Drtr Ttna Itcather Locotloa I
tlq ctUldG.
l{a.qorv IscDsctloD
D,rtc Ttr lleather Locatloo lcrlr
t)'JuX Q )oO Fa tt-3 il *r a4" /euel O.k
rfi'lqll 7':aa Fa)r t / /t t/t/ ttf d.,<.
;1 i (t .{-.N
trinlorclng Strcl
<./r .l< y- .L,,
slgE tur. ot lilD.ecor
o ..{Frqi
RICIiARDS EI{CINEERST IlE.
Poet Offlce 8os 643
Va1l, Colorado 81657
476-5072
@NCRETE. HASOBRY AND REIf,FOICilC STEEX, RllON$
Coacr€tc Plrcc8eot
Drte ftuG fcathcr Locrtloo 8tum ctudc.
l^n4 (t ]a Fa )r ; /( / ./' t4 " t e,te/ 1/ c /J c.dJ.lL 3"l)a
o -..t {; .4 /6 o,( 6elai lestl , -TLLloJcf*,, /c,f. tf t a / ^ lJa,l p-J /,,J- lr.lA I LJ/--t
llrroary Inrocctlou
DTtC ltlr gcrthcr Locrtloo fnlrtr
h.L /Z:aa Fa. tr
J/e cl p./ r ter*€t, q.S gcf
7.J * y'X 1"u-/ ,.--tfe/p p,f
A.J /z toa ,E;>7-r'* qH./p'rt-/ n --','./'u)a-t .
blafotclar Stral
DrtC Ttr lpcatlon lrdtr
/l^l tC )da ? tl * ./ dzolto/ .l'haraz/v ?^/or. Ar,C
818!rc,uro
*I
NI CAL PERMIT APP
I
Lrc ATIONMECHA
Jurisdiction of
Applicant to complete numbered spaces only.
PLAN CHECK VALIDATION
Eanle County
WHEN PFOPEFLY VALIDATED (IN THIS SPACE ) THIS IS YOUR PERMIT
PERMIT VALIDATION
INSPECTOR
REOiOER FROM; INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I 6O SO. LOS ROALES
'
PAsADENA, CAIIFORNIA 9I101
VilLaoe Center Phrse I. Vail . Colora.lo
1!see artrcxeo sxe er 1
7' Hibberd Construction
ztP PttoNE
1127 Race St.. Denver. Colorado 811206
CONTiACTOR MAIL ADOiESS PHONE LICENSE NO,
3 Mar,"ell Heatino conDa,nll 1235 South Huron St.. De.nver. eolo. 777-66
aRcFtTECi Oi OES!6NEn M^ IL AOOiES S EFO'{E LICENSE NO,
EN6IItEER MAI L A OOF EsS PiOHE LICENSE NO.
MA|L AOORE ss SFANC!
IJ SE OF BUILOIN6
8 C|ass of worK: tr NEW tr AOOITION tr ALTERATION tr BEPAIR
Installation of Hot water heatinn .cystem
Typsof Fuer: Oit n Nat.Gas I LPG. fl
PERMIT FEES
Typ€ of EquipmentSPECIAL CONOITIONS:
Air Cond. Units H.P. Ea.
Boilers-H.P. Ea.
Gas Fi.ed A.C. Units-Tonnaq€ Ea.
Forced Air Systems-B.T.U. M Ea.
E-*t j Svstems-B.T.U. M Ea.
Floor Furnaces-B.T.U. M
Wall Heaters-B.T.U. M
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 OAYS, OR IF
CONSTFUCTION OR WORK ISSUSPENDED OR ASANDONED FOR A
PERIOD OF 12O DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.I HEREBY CERTIFY THAT I HAVE R€AO AND EXAMINED THISAPPLICATION ANO KNOW THE SAME TO AE TRUE AND CORRECT.ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNTNG THISTVPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT OOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
r / -/ t/"1 /,, ,- l,-I-,t .-- ,/t/-.t:-
SIbN^.fURE OF CONYiAC'Oi OR AUT}!OFIZED A6ENT (IAT')
Unit Heaters-B.T.U.
TOTAL FEE
Form lOO.4 +69
a
usE spAcE BELOW FOR NOTES, FOLLOW.UP, ETC.
: .:.
International of Building Off icialsConf erence
5360 SOUTH WORKMAN MILL ROAD . WHITTIER. CALIFORNIA 90601
October 18, L972
(213) 699-0s41
OFFICERS
PRESIDENT
EUGENE B, PESTER
DIRECTOR OF
COMM L, N ITY OEVELOPMENT
POMONA, CALIFORN IA
FIRST VICE.PRES DENT
NEWELL POCK
CHIEF BU ILDI Nq INSPECTOR
YAK IMA, WASH INGTON
SECOND VICE PRESIOEN I
JACK O, \/YHITE
BLIILDIN6 COOE ENG NEER
KAN5A5 CITY. M ISSOU R I
IREAgURE IVINCENT R. BUSH
SUFERINTENOENT OF BU ILDI NG
VERNON. CALIFORNIA
JIJNIOR PAST PRES'OENT
PERRY C. TYREE
FEGIONAL BUILOING OTI IC LALcoLoRAoo SPRtNGS. (]OLORAOO
EXECT,ITIVE DIREC-TORT, H. CAR'ER
536() S. WORXMAN MILL RO
WH ITTI ER. CALIFORNIA
MANAGING DIRECTORJAMES E, BIHR
5360 5- WOFKMAN MILL RD.
WH]T'I IER. CALIFORN IA
DI RECTOR9
GAYLORD C. DOWD
O IRECIOR OF INSPECTIONs
KALAMAZOO, MICH IGAN
DONALD A. ERICKSQN
orREc.roR
OEPAFTMENT OF INSPECTIONS
M IN NEAPOLIS, MI NNESOIA
B ILL P. HORN
cH tEF BU tLDt NC tNSPECiOR
FIERCE COUN'TY
TACOMA. WAsH IN GION
ROSFRT B. FELDN ER
SUF€RINTENDENT OF
CENTRAL INSPECTION
WICH TA. |<ANSA9
CHARLES R, HINKLEY
CH IEF BU ILDIHG INSPECTOR
MOU NTA IN VIEW, CALIFORNIA
VICTOR L. TAUGHER
BUILDING OFFICIAL
COIJNTY OF ALAMEOA
HAYWA RO, CALIFORNIA
VINCENT R. BUSH
SUFER'NTENDENT OF EU II-O ING
VERNON, CALIFORN IA
DICK T. JORDAN
O RECTOR
BUILOING DEPARTM ENT
ALJSTIN. TEXAS
FLOYD G. MCLELLAN. JR.
D IRECIOR OF BIJ ILO ING
ANO SAFETY
COUN TY OF ORANG€
SANTA ANA. CAL IFORN IA
oFFlcgs oF IHE
EXECUTIVE OIRECTOR
T. H. CARTER
MANAGING OIRECTOR
JAMES E. AI HR
TECHNICAL DIFIECTOF
O, R. WATSOH
Plan Check No, 8640
Project: Village Centre Condmrinlums
Jerry Aldrich
Building OffictaL
City of Vail
Post Office Box 100Vail, CoLorado 81657
Dear Mr. Aldrich:
We are reEurning all
on the above project
JuTy 28, 1972.
data Eo you under separate cover
in accordance with our letcer of
Please feel free t.o contact
of further asstgtance.
TJK: hb
thls office if we can be
Yours very truly,
IMERNAT TONAL C ONFERENCE
K Csu
Check Engineer
\o
COLORADO TESTING LABORATOR IES 136 L ipan Street
0enver, .Col orado 80223
Phone - 244-2486
CONCRITE TESTS
Cl ient Hibberd Construetlon Coropany Job No. M-I008
1127 Race sr - ' ^ - eolorudo suppl ier
-
-- r -\-
Proi€ct Vl1lage Center, . Phase 11, va\, Colo. Ticket No.
,""$
Date of pour Oesign minimum psi
Slump /in. A ir conteht
Unit wgt. (fresh) ocf Temperature
Weather
Remarks Recelved 3 cores on 10-3-72
Cylinder code Age of break {days)Test str. (ps i)Rema r ks
822
l-H
2-H
5-n
37I5
3940
5000
Slab lst floor atEntry
Footing Center WaII
Ist floor at Entry
Slab Closet 2nd floor
Cop ies :
2 CL]EM
COLORADO TEST ING LABORATOR I ES, INC.
REG ISTERED PROFESS I ONAL ENG I NEERS
o/s tngttr*zr,!,!!
Kcnnefh E. Richords
@4tu
Kenneth E. Rlchards
Registered Professional Engineer
aod Land Surveyor i/2J-83
KER/pr
cc : I'tr . Ilerman Harroun, Supt .
Illbberd Constructlon Co.
l*n
CIVIL ENGINETRING . PL^NNING . sURVEY5
SUBD|V|SIONS . WATER & SEWER SYSTE/I\S
Box 643
Vo il, Colorodo 8165/
Phone 476-507?
Denvcr ?44-1521
November 20, 1972
I'lr. Jerry T. Al-drich
Bullding Inspector
Town of Vail
P. O. Box 631
Vai1, Colorado 8L657
Re: Field Inspection
Village Center CondonlnLums
Dear Mr. Aldrlch:
Thls letter ls to certify that we lnspected the concrete, relnforcing
steeL and masonry work at the Vlllage Center Condorniniums. The Contractorts
work was satlsfactory and closely followed the plane and specificatlons.
A few olnor changes were made as the Job progressed, but the only s1-gniflcant,
change was the omission of the extr a ll4x2t-6tt dowels at the 4th floor roof
J-lne, Section 24/53. The foreman sald there lras no room for these dowels.
Random tests rrere made on the grout l-n the block wal1s and all were
satlsfactory. I belleve you have the concrete cylinder test reporte on
thls proJect.
Sincerely yours,
RICHAR.DS ENGINEERS, INC.
Registcred Professionol Enginears
Regioered Lond Surveyors
CIW OF FORT MOREAN STATE OF CUINRADO
Of{icr of Buildins Of{iclal
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