HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5E LOT K VILLAGE CENTER 1974 INSPECTION REPORTS LEGALil. ,cAr I oN FoR vAR I ANc E
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Ordinance ilo.8 (Series o{ 1913)
Application o.t. fla<{/f2f Publication outu-h ,8r-rgZ/
Hear i ns oil" rua - .?4 jETV aea r ing Fee 4/a o
Final Decision date for Town Council
I (we) Village Centre lll
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of Box 64 I
(Applicani)
Co lora do Va i I
(Address)
Phone Jouu
(State) . (City)
do he reby request permission to appea r before the Vail Planning
Commission to request the following:
Va r iance f rom Article t4.60 |
Zon inq Chanoe from
Park ing Variance
Conditional Use Permit to a llow
7one.ln
(x
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l4 -,Sect ion
to
For the fo I low i ng described property: Lot/tract ( ,B I ock 5 -E
Fi I ing |Jumber Vail Village lst Filing
Clearly sl'ate purpose and intent of this application
The app'l icant wi:!es lo provide addilional qFen qn_i"ne over ahcl
above fhc renrrirod .\nan qne/^a Tn annnmnIich .l-hic ?2 narlzinn
spaces on fhe rortheast corne r of the p ropertv will be converfed
into a common ll2?= =nA n [qee q_rea_
.. as well as the prop.erty owners on Lot K. App I icant desires to I
-'
cooperate with the Town of Vail Planninq staff and consul.lant
What do you feel is the basis for hardship in this case?
Master Plan p rov ides for the elimination.of commercia I parkin
spaces in tne Commercial Core area. The cooe requirement for
Q2 spaces contrad icts the inte'nt of the Master P lan.,
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MEMORANDUM
T0: TOWN COUNCIL
FR0M: PLANNING COMMISSI0N
RE; PARKING VARIANCE REQUEST - VILLAGE CENTER
DATE: APRIL 16, 1974
In a meeting April l!, 1974, Mr- Fred Hibberd came before the
P'lanning Commission with a request for a ?2 car parking variance.
The issue is one that has been discussed during the past two months
at various times: the 22 car spaces would be eliminated on the
east end of his parking structure and a small park made.to replace
them.
The park, as shown on Hibberd's plans, is designed with an aggregate
base over the area, p'lanters with shrubs and small trees, and a
scattering of benches.
Opinion was sonewhat divided on the Commission about this issue,
but a majority of the members voted to approve the variance request,
and to recommend approval to the Council.
DS/nrrun
,lU ll!l,l.ll-rr.l J.
This is an Agreemcnt be!'.,'een the Town of Vail,a nunJ.cipal corporati.on (here ina fter referred to as "Vajl.")and Fred llibbcrd, Jt. (hereinafter referred to as "ltibberd,')
RECITALS
A. I{j.bberd is the developer of a projecL inthe Tor'rn of Vail, colorado, kno!,i'n as Village Center.
B. The Torvn desires that cerr,ain property atstreet 1eve1 at the llortheast portion of the Village Centerparking garage altove rvhich plans currentl-y call for tl,eloc.rticl'r af 22 pc.rking sDaccs, be celeted ancl the same converteclto an urban plaza and open space.
C. The Trustees of the Tov.'n of VaiI have con-cluded thaL the parl-.ing garage rvith said 22 spaces is or
r.rould l:e in fu11 conpliance vrit,h all applicable codes ofVaii, but tha'" the elimir-ration of .;he 22 parking spacesand the substitut-ion thereof of urban plaza and open spaceis desirable in that the substitution gi11 reducc vehi-cletraffic anC conges.'ion and provide more open space.
D. Hibbcrd is vrrlling to airpllz f or the necessaryvariance to elimina+,e tl're 22 parlij-rrg spaces provicling abuilding pcruriE vrill be issued by the Tor';n of Jail for tlreVillage Cenl-er Builcij-ng C, the parking garage and BuildinE
D.
In consideration of the recitals and of the mutua]
co\tenants herein, it is agreed as follor,is:
I. Hibbcrd agrees to an1:}y for a rrariance for
the eLiminati.c-;i of 22 parlling sDaccs r.:l:ich are pr:esent.i y
reqtriled Lo ):c placed above the East enci of tl:e Vil-l"age
CenLer parking garagc and, in licr.r thcrcof , to converL tha{:
sarilc arcil to an uri:ai: plaza and oucn spac'J art streeL levei.at tlte IIor:heast po::E.ior: cf the Viltage Ceni:er pJ_aza "
.?. In consirreraticn of the loss to }libberd-of
tlre adjacent parliing to his pleirnecl ccn,mc,':cial facilities,
the Tov;t: of Vail agrees to grant the abovc-descrj,bed varia;rce
and i:o issuc .r building petniiL ior the Vil-Iage Uen;er Buj lding
C ar-rd ag]:ees that construction ma:.' procced thereon. The
hrri Idi ncr nr'rnri I f nr r{rri 'l 'li nr. f "hal_1 be iSSUcd tO llibl_.crdt.vr-rlron the e:<ecuticn of thrs agreernent. As soon as tl-re plans
fnr l-l.o 1.1,erao,l ;rF- €i'.-l i+^,; ..'h i.-r1i q r.rrrr.r-J-e.j t-O be On, l.l t ru.r
or before I'iay 15 , I974, these plar.s r''iLI be submitted b1'
Hlbberd to Vail and a building pe:::rit thcrefore requestecl .
Hibberd agreesi to conrplete the conslruction of thc garage
on or before tlre Ca1-c that BuilCir:g C is conpleted. In
that connectioil , Ilibbcrd agrees not to occupy or reguest:
a ccrtificatc of occupal)cy for Building C until the garage
is conpletcd.
hereo f
Company
3. VaiI acknoh'Lcdges that time
clue to tlrc July 1, 1974 . deadline of
of Colorarlo rcgarcling the erlclosure
is of the essctrce
Public Serrrice:
a l: ctr:r nn :r rr.l
'I
,i.use of naLural gas in order to assure the prioriLy for the' obtainin<.; oll lr;r{:rrraL gas tap$. Vail tlrerefore acknovrl-edgcs, that this agreenrent. nust be- signed on April L6. L974.
.;...' 4. Tlre provisions of this documenL shall inureto the benefit of and be binding upon the parties hereto
and thcir successors, heirs, and assigns
' Dated this 16th day of April , Lg74.
TOISN OF VAIL
t{ayor
APPROVED BY TTIE TRUSTEES
: OF TIIE TOI{I{ OF VAIIJ
APRrt 16, L974
By
\
APRIL 18th, DESIGN REVIEhI BOARD MEETING, CONTINUED.
KALEIDOSCOPE - sign and alteration: sign meets all technical requirements
of the ordinance. Shop next door to Kaleidoscope has been vacated by Schuberts
Internatjona'l (Mr. Slevjn making presentation), and plans are for expansionof Kale'idoscope into the vacated space. Presently two front entrances, would
like to eliminate one, since it is no'longer necessary, that is, the entrance
to the Schuberts shop and make that a window. There are two windows to the
Schuberts shop, which look on the stairwel 1 going up the stairs -- would
be of value inside the shop to close these windows and have shelving space
there, so change front entrance and make it into a window, keep the front
entrance to the Kaleidoscope that exists, and at the same time, we're going
to give some sort of continuity so that people known it's alI one shop,
put a slight trim of yellow around windows - about 1l-" in. - would like to
do away with the existing sign and put up another - woodenr carved, bold
letters, and kaleidoscopic design - 51 feet of frontage - size of sign
s'lightly under 10 sq. ft. QUESTI0NS/C0MMENTS: -- Heimbach - is the trim
shown already on the Kaleidoscope? No, the trim that is on Kaleidoscope
now is the same brown - leaving it there, but adding 1l-2 in. of ye1 low,
which would tie up with the sign, and existing door, with existing color.
Is it a lit sign? No, 'it'is not lit, carved, wood, no spotlight at alI.
motion, seconded, unanimous approva'l .
HIBBERD - VILLAGE CENTER CONDOMINIUMS - JiM LAMONT: HibbcTd MCt With
the Council Tuesday to discuss the park and the parking varjance. The
Council approved the variance Tuesday night. One of the stipulations
for approval of that variance was that the p1 aza design incorporate 75%
grass on the top of the structure. Fred is presenting this afternoon a
design for the p1aza, which I have not had a chance to review in detail.
I had asked him'specifically to present two cross-sections through the
p'l aza so we could determine what the composition,depth of the earth materjal
on the top of the structure and an elevation showing benches, lights and
those kinds of things" I have not received them- I received this about
1:00 this afternoon, and Diana has not had a chance to determine what the
square footages are on the materials covering the parking structure' but
it does look-like it's75%, What I am suggesting is that you consider
a conditional approval based on the submission of those cross-sections so
we can determine what the depth of the grass is, and is sufficient depth
to meet the plant species to allow them to grow. To me, the design is
very simple and straightforward . just grass with benches and a few flowers
thrown in there - small shrubs and treei. He does have a landscaping plan.
He wants approva'l , I be1 ieve, for the whole'landscape plan. Itve looked
at it - the species are of med'ium height - theytre not the big trees we've
planted around here. As far as the design of the plaza,'itus most'ly grass.
The Council did direct me to forward their recommendation for the 75% grass
and that was the only way that they would approve the variance, and that
is part of the stipu'lation for approval of the variance. Hanlon: various
berms are supposed'to have 20 ft'lrees; Ruoff: thatrs wlat we mentioned,
what we hooked onto approval the last time. Lamont: and the maximums are
5 to 8 red pines. There's one red pine in that center section'
Mr. Hibberd; we've gone through P.C,; we went to Council on the variance
on-TFe-ZZspaces and Council said we could do the 22 spaces if we call
this an urbln p1aza, which would have been an aggregate architectural
debt, and it was not acceptab'le to Counci'l , so the final deal 'is that they
wanted 75% grass - this shows 83% grass - and it's a great deal of expense -
but we sat.t no other course to go, and I think jt w'ill be nice' but to
give you an idea of what happens, the steel members are three times the
size now than they were in the architectural drawing, and the waterproofing
Lamont: Cunningham told it was 14. Hibberd; I.lell, I've been doing
business over in Utah and they've got grass on top of the roofs on
one of the buildings over there and that's what they use, and I'm
using the same architects. Lamont: Do they have trees growing on
them? Hibberd: We'll mound up for the trees? Lamont: How will you
mound: Hibberd: l'le'll build up toward the feed(?) area. Lamont:
|.lhat's the surfacing of your walkway. Hibberd: That'll be an aggregate.Ruoff: just aggregate or exposed aggregate concrete? Hibberd: exposed
aggregate. Ruoff: You say aggregate, I think of gravel loose.. H'ibberd:It'll be exposed aggregate, but not enough exposed so that you get freezing
and thawing ... Lamont: Is this an undefined pathway here, or what's the
deal on that? Hibberd: That's a'line that shouldn't have shown up in the
drawing, we thought we had to go to this there, and jt turns out we did
not, so that is grass. Lamont: And what per cent does the grass constitute?
H'ibberd: B3%. Lamont: And what are the types of light fixtures you're
using? Hibberd: I brought a book, let me show you. I want to use low
level lighting and I thought we would use this, Ruoff: 37 inches from
face to the top of the structure? Hjbberd: No, some of the lightingwill have to be taller, and we dontt want to go to this Lamont: those
are the kind B]air Anmons used. Hibberd: so these would be the tall
ones and these would be the smaller ones. Lamont: where are your taller
ones here. Hibberd: r'ight here, and then we go to low there. Hanlon:
what is the height of the biggest tree? Hibberd: werve got 5-8 feet,
red pine. Han'lon: I thought when this bu'ilding got approval that the
trees here, here and the front here were supposed to have 20 foot trees.
Hibberd: I don't remember any footage; the reason we've gone to 5-8,
a person stand'ing here'looking over the 5-8 foot tree is not even going
to see the building, so the extra he'iEht in the tree is going to be incon-
sequential . P'ierce: But the guy on the Frontage Road isn't goingto
see the 5 foot tree either. Hibberd: l,Jell, thatfs why they are what
they are, If you want to go higher, letts talk about it. Heimbach:
Is that any problem to go higher? Ruoff; only a dollar problem.
Heimbach: q.!.qr will they grow? Hibberd: No, they wouldn't be on
the deck. Ruoffl they'd all be off in the natural. Hibberd: I think
a reasonable number of trees that we could accommodate that the whole
damn thing has gone crazy on cost. Abbott: How fast do these trees
grow? Hibberd: They should grow about I inches a year, possibly afoot. Hanlon: I thought when we talked about this before, that those
big trees would be kinda'l ike that because they were accessible up on
where they were beginnning the road construction on the pass. Hibberd:
ilhat's happened, is they arentt availabler so
they've got to come all the way from Denver. Hanlon: I thought the Town
said they could get them. Hibberd; I've talked to Tnrry and since the
-Town can't get them, because the Highway says you've got to go up and
get them and they're just too difficult, you can't get them where the
Highway says you can have them. That's what Terry told me. Abbott:I vote we accept th'is p1an. Parker: l,le had a question on the light'ing.
Ruoff: Fred, I personally like the design of those lights, but I did
have a question on the low ones, sometimes you have diffjculty with the
use of them here beside walks, the snow tends to get shoveled off and
piled around them and some vandalism and breakage, maintenance problem,
skiers and other people wandering through like to use them for seats
and so forth. Hibberd: You may have a good point. In the sunmertime,
they'd be great, but Ruoff: It's the winter that's the prob'l em, I've
personally run into it and found myself thinking Ind sure like that in
the surrner if someone would careful'ly pack it away and substitute some-
thing else in the winter and change it in the spring for me. It's afairly serious consideration. Hibberdr }'|ell, from a practical matter'
maybe we'd better go all tal1 lights. Ruoff: I think you ought to
consider it. You're right. I love them, the kind of light amongst'landscaped features in an arda like that - I1ike it better than that
from the tall lights, but to get one summer's season's worth of that
and end up with iunk jn the spring might be Hanlon: How do we do
this - we just had a motjon for approval , and Ird'l ike to put some -I think one th'ing we have to find out is we have one person sayingI inches, one person saying 14 inches that grass wi'l 1 grow on, subiect
to approval of whatever the Staff recommends for a depth of soil.
Hibberdl We have specifications that it will grow at 8 :i nches, and
from the original wenve got three times the size of the
steel members and I've seen situations where it's worked and I've
presents the problem; we're not going to lick it 100%,this is where we're at - the only paved areas are this walk com'i ng in
and the ramp down to the garage - the rest of it'is totally landscaped,
park benches, and the whole area is designed to be an open gree park,
but, we didn't break down the number of trees - almost 400-500 trees
on the entire site, and it's up to Design Review to solve the remaining
three questions from the last time we were jn, and if those are acceptableto you, I think thatlll satisfy it -- letter of January 31st -- "this lettewill confirm the action taken at the DRB meeting on December 13, 1973,at which you were present. The Board voted to approve your pl ans,
dated December 13, subject to the following conditions: (1) that large
trees be planted to de-emphasize the height of the tallest, existjng
building; (2) that evergreens be planted near the property I'ine on the
northeast corner; (3) that west end of the service drive be heavily
screened, bermed and planted; and (4) approval of the park and/or p1 aza
design is contingent upon another review of the park and/or p'l aza design,
subiect to an agreement regarding parking being reached between Hibberd,
Town Council and Planning Commission. In accordance with the zoning
ordinance, a landscape plan must be subnitted fsr review and approval
by the Design Review Board showing in detail size, type and location
your plans to comp'ly with the above landscaping conditions. Bill Ruoff
asked Mr. Hibberd to show specifically how he had complied with the
conditions. The large trees - each circle represents a tree and the
E trees are aspens, and then the F trees are pine, and the H are phister;
and we've loaded it in this area toi;try and de-emphasize the height ofthis building, now keep in mind that this plaza is about 3t2 stories up
from the first floor of this building -this building is 7 stories, so
already at this stage without any vegetation we slice this building in
half from this view. Now if you were standing here lookjng thru the
trees, this building wilI be even more de-emphasized, and I think we
should, when we're talking about trees, wer're hoping that maybe we can
retrieve trees up on the pass, ad apparently, because theyrre so hard
that that is not a possibility;so, what weive had to do is go to a
nursery in Denver and bring them from Denver and that's what the figures
are. Then, it also says that evergreens be planGd near the property line
on the northeast corner - thatrs here, as you can see. It also says that
the west end of the service drive be heavily screened - all right, this is
the west end and each circle represents a tree and werve also got a berm
that goes as high as we can go between the service parking space and the road,
approx'imately ryto 5 ft. high wjth a mound. Now, approval of the park -that's what we've been through with Council; I believe that'is satisfied.
questions or comments: -- Hanlon: -- how high'is this wall? the top of
this wall here from grade (1 story) to the leve1 of the deck - then 48 in.
parapet wall that - concrete - that comes around. Lamont: whatrs the
depth of your plant materjal, earth - total of I inches. Hibberd: I might
add that the expense is ext reme, but we certainly will accomp'l ish a park
setting. Ruoff: I,lhaths under the 8 inches of dirt? -- we go to 2 inches
of concrete, a membrame, and another 2 inches of concrete - waterproof
membrame. Ruoff; Dontt you have a drainage course, a course aggregateof some kind under the dipt between it and the first concrete surface,
Hibberd: hlerre going to cant this and probably there will be a gravel
bed before you get to the dirt - 2 in, concrete, then your membrane,
then your next two inches of concrete and then gravel and then yourdirt and then your sod. Ruoff: A lot of experience with roof-top
planted areas has run into difficulty with soil turning sour, or what-
ever happens to it, the sub-drainage isn',t carefully taken care of.
Hibberd: I think weove got to get the water out of there andRuoff: Soil tends to retain whatever amount nature demands, but any
excess can shortly start to kill all the vegetat'ion. Hjbberd: hletll
need to have proper drainage, itts like a house plant, you put gravel
Hanlon: Question, on top, you've got a parking structure there on topof the csnent, and on top of that, how many'inches of dirt? Hibberd:
The lawn package, in other words, the sod is 2 inches th'ick and thendirt is 6 inches thick, so you have 8 inches. Hanlon: 8 inches will
support grass and will l'ive? Hibberd: That 's what the specs y{e get.
t
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seen the grass and walked on the grass, and Han.lon: I don't want to
get into a big thing about this, but you sajd Utah, Fred, and maybe
Utah is lower in altitude. I don't know. Hibberd:i t's exactly
the same altitude, it's like 8120. Hanlon: Well, then there's no
problem in whatever experts say that the depth of ground should be.
Hibberd: I think we've got to make it right, we're saying that these
specifications are, you know, will be satisfactory. He'imbach: when
we approve this, contingent to the 75% grass, that means it's got to
have grass, if it doesn't work the fjrst time, he's got to go back and
do it again
Ruoff: I think my same questions on that subiect have been more or less
answered, it's primarily grass, those p1 aces where they are proposing
larger plants and shrubs, so forth, he's going to mound up to get sufficient
soil for the root system, that can work, I like the idea of using the mounding
rather than a billiard table effect, dead flat, it looks less like a roof
with grass on it, it'll look more natural. I thjnk you should, a.l so, Fred,
make sure that someone has very seriousiy looked at this sub-drainage system-
You are'i n effect - it's iust like a flower pot on your window sill at
home - if you put that plant in a pot of dirt and there's no hole jn the
bottom, it's going to die rather shortly, and it wontt work. Yourve got
a wjder, flatter pot, put a lot of grass in, but the same things go on'
and you don't want a hole in the bottom of it to take that water down
on the people and cars below, so the usual way is a drainage bed of
properly sized gravel , so that the water can find"i ts way out 1atera11y
to the drains you provide to take it where you want it.llibberd; l,'le want to get the thing done by fall -'if you have an early
winter you have troub'l e, last year w'i th V.C. we did get grass between
the two buildings. l,le're going to try and hope to get it done. lhe
one problem t^,ith planting trees, it's not as good to plant theln in thefall as in the spring, but we'll make every effort to. Aspen trees,for instance, are much better in the spring, because when you dig them
up they're dormant and that's usually pretty far into fall, and you
get then planted, they don't gain the root structure to keep them up
straight, so you tie them up and then you have the prob'l em with people
wweight of snow. What we've been able todo js get the lawns in and
then plant in the spring. Ruoff; OKn then what you told is you are
on the usual Vail scheduie and if you can get it done and fall holds
off you'll do a1l you can to finish it thisfall, but there's an excellen-
chance that the landscaping will have to be deferred until the following
spring. Hanlon; size of the trees, as I said befot"e, thjs building wa
approved with the condition that the trees there, and 'in these two corners
were big trees; I donit consider a 5-8foot tree a bjg tree. Hibberdt
Well, when you're right up next to it and when you pay for it,'i t's big.
Ruoff: Do you want to make a motion on that or a proposed amendment
Hanlon: My suggestion would be that the conditions of the approval
of the building be nret, well I think the figure that was quoted last
time was 20. Ruoff: The letter said large, but the number that was'
nry memory of that number when we were discussing it, was 20 feet.
Remember that Fred? Hjbberd: I really don't recall it. I do know
that you meant bigger trees than the 8 feet, and when we talked aboutit, we assumed we could pick them up on the pass, and now if we've
got to bring them from quite a way. Abbott: I'1.1 tell you the reasonI don't get hung up on the 15-20 feet trees. You look in Denver on
6th Ave. Parkway where people put and my parent's house where they
put in these large trees and then they just grow ljke mad and they
get outsized, so you sort of have a mixture. and you've got to take
them out after awhilel that's the reason I don't get hung up on great
big i.rees, because I think theyrll grow to size instead of outsize.
Ruoff: Theywill eventually; they'1i grow a ljttle slower up here
than they do down there, but the same thing will happen. Do you
want to propose a compromise between 8 feet and 20, if you want to
hang a nunrber on'i t B'i ll. 0k, We've got one for 12, Abbott: I'll
go for twelve Hanlon: 12-20. Abbott: I appreve restate my motion
o
motion to approve as subnitted with the fol'lowing requirements:
refer to letter that concern'ing the height of the trees and the
area: the letter didn't give the he'ight but it did name the areas,
minimum of twelve feet for large trees - Ruoff: we state we want
s ome 12 feet trees - I donrt think I want to see every tree 12feet, Ird rather see a mixtlrre of large and small, change "F" on
d subnitted 'landscaping plan go from 5 to I, to LZ -20. Do you
want to say anything about lights, we could but we can't object
to the lights on an aesthetic ground, because they're good looking'
we've made a suggestion that because of maintenance problems that
type of thing runs into here in the winter, we consider the talls
ones and I think indicated that he might follow that suggestion.Is that going to be a condft ion, just suggestion,
unanimous vote.
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r'jr.l.i l.ilji'lOlii'tlDUl'l Of AGnDfl{E}lT, madc thj.s I6t.lr da?
.l .\!'r.il, L974' by and between the TOWN OF VAIL, COLORADO,
!:creinafter referred to as the "Town"r and FRED IIIBBERDl JR.1
af, Denver, Colorado, developer of a project in the Town known
as Village center, hereinafter referred to as 'r'Developer",
WITNESSETH:
. WHEREAS, the Developer submitted plans for the
Village Cenler to the Zoning Administrator of the Town which
inclucled the number of parking spaces for vehicles required
by the Zoning Ordinance. Ordinance No. I' Series of 1973, of
the Tor,rn of Vail, Colorado;
WHERIAS, it ruouLd be benef ic j-al to the Tovrn and its
citizens for the Developer to eliminate 22 unnecessary parking
spaces, thereby providing 92 parking sPaces in the Village
Center, and in fieu thereof construct a landscaped pl"aza in said
project;
WIIEREAS, in order to accomPlish the foregoing the
Developer must obtain a variance rvhich elimina Les ?2 parking j
sPaces; and
WHEREAS, the Developer needs to obtain forthr'rlth a
buiLding permit for a portion of the project designated as
Bui!.ding c prior to the tirne when the permit could ordinarily
be issuedi
. NOW, TI{EREFORE, IN CONSIDERATION OF THE AFORESAID
RECITALS AND I.IUTUAL COVENANTS CONTAINED HEREIN IT IS AGREED BY
THD PARTIES AS FOLLOI'i|S ! '
1. Developer shall construct a landscaped plaza in
Village Center on the area previously designated in the plans
submitted to the Town for 22 parking spaces for vehicles'
completing said plaza by the 30th day of septenber, L975, unl-ess
una't/oiclable clelays beyond its conLrol require an extension of
the const'ructiarl ireriod'
r*l
i.i
2. At least 75 per cent of Urc surface of the plaza'shal-l be grass a'cr otirer lanciscaping elements ancr the designof the landscaped praza shalt requirc t'e approval 0f, acrminis-trative staff and the Design Review Board of the Town, whichapproval shall not be unreasonably withheld.
3. The Town counciL of the Town shall grant a permanentvariance for the elimination of said 22 parking spaces, sub_ject to the approval of the design of the landscaped. plazaas provided in paragraph 2 hereof.
4. The Tovrn shall forthwith issue to Developer abuilding permit for a portion of VilLage .Center
clesignatedas Building C, subject to the approval of the BuildingOfficiat.
5. By the l6th day of May, lg74l
submit plans for the parking garage for
the Building Department of the Tov.,n and
permit therefor.
6. Developer agrees that there shall be no occupancyof Buij.ding C and that he will not reguest an occupancyperrnit therefor from the Town until after the constructionof the parking garage for: vir-lage center has been completedand ttre Town sharl not issue an occupancy permit for BuildingC until_ said garage has been compl.eted,.
7. rn the event Devel0per fails to construct the'landscaped plaza in accordance with this agreement and. tr:eTown has fulfirLed its obligations pursuant thereto theaforesaid variance shall be abrogated, psvsloper shall paydamages of $100,000.00 to the Town, and, Developer agrees thatthere shall be no occupancy of a portion of vilrage centerdesignated. as Building n and that he witL not request anoccupancy permit therefor from the Town and the Town shalr.not issue an occupancy permit for Building D until it hasreceived said. damages.
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Developer shaLl
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request a building
the partlos herr:to have afflxed
above writlen.
)
RESOI,UTIOIJ NO. L7.Series of L974
A RESOI,UTION APPROVI}IG AN AGREEI\TENT TfIIEREBY
THE DEVELOPER WILL CONSTRUCT A LANDSCAT,'ED
PLAZA IN VILLAGE CENTIIR PROVIDED A Vi\RIANCE
ELII,III'IATING TI.JENTY-TVIO PARI(IIJG SPACIS 1S
GRANTDD BY TlItr TOh'N AllD TtlE TOIIN ISSUES A
BUfLDING PERMIT FOR A PORTION OF SAID PROJECT
WHEREAST the provisions of the Zoning Ordinance,
Ordinance No. B, Series of 1"973, of the Town of Vail, Colorado,would permit Fred Hibber, Jr., developer of the Vi]lage Center inthe Tovn of Vail, Colorado, hereinafter referred to as the "Town",to construct twenty-trr'o parking spaces in said project in additionto ninety-tv.'o parking spaces which vrill actually be constructedtherein;
WHEREAS, the Tovrn Council, having the favorable recom-
mendation of the Planning Ccmmission of th; Torvn, considers thatnirrety-two parl<ing spaces are adequate for the ViLtage Center anCthat it would be reasonable, appropriate, and beneficial to tlre
Tov,'n and its citizens for the council to grant to the developer ofsaid project a variance eliminating the unnecessary twenty-tv.'o
:. parking spaces in order to have said developer construcl a land-
scaped plaza in saj-d projecc;
i{HEREAST the developer must obtain building permits frcnlthe Tot"n, cominence construction, and have an enclosed buili.ingin said project b}' the Ist day of July, L974, in order to obta:na gas connection for said project with the Public Service Companl'of Colorado; and
WHEREAS, the Tolrrn requires an agreement with the de-veloper of the Village Center to assure the construction of the afore-said landscaped plaza and the developer requires an agrecment tobe assured of receiving the aforesaid varianbe anC buil<iingpermits;
NOW, THEREFORB, BE IT RESOLVED BY THE TOWN COUNCILoF THE tOWI't OF VAIL, COLORADO, AS FOLLOWS:
:" Section 1. Title
This resolu.tion shaLt be known as the "resolution Approrring
Agreement. for Construction of Landsceped Plaza in Village Center".
Secti on 2. Approval of AgreemenL and authorization for
execution EEGreoT.
The Agreement dated the 16th day of April , L9'l 4, by and
betrveen the Torvn of Vail, Colorado, and Fred Hibber, Jr., an un-
executed. copy of which j-s marked "E>:hibit 1", attached hereto, and
made a part hereof, is hereby approved, by the Town Council and the
Mayor is hereby authorized by the councii to execute said agree-
ment, or a modified version t.hereof which contains substantially
. the same provisions, in behalf of the Tovrn.
Section 3. Attachment of executed copy of Agreement hereto.
After an agreement has been duly executed by the parties
in cornpliance rvith Section 2 hereof, an executed copy of said
agreetnent shtrll forthr"ith be narked "Exhibit 2", attached hereto,
and made a part irereof
;nhvn4
Scction 4. Ef fcctive dat,c.
This resoluLion shall Lake effect upon the passage
hereof.
INTRODUCED' READ, APPROVED, AND ENACTED, thiS 16th
day of April , L974.
Mayor
ATTEST:.
Tovrn C1erk
' ./r{
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box r o 0 vail, colorado I 6.5613
rlanuary 3L, lg74
Mr. Fred Hibberd
c/o Village Center Condomin.iumsVail, Colorado 81s57
Re:Phase 3
The Board voted to aFprove your-p1ans (dated December 13, 1973),slbject to the foilovring concritibns, (r) il.,ut-iJ"g*'tie"s-o"planted to de-er,rphas.i:.e the herght or irr,i tajiesi,"exi;;;;g building;(2) that evergreins ue ptanteJ il.r-ii.,J'property rine on the north-east corner; (3) that ti're urest .nJ oy'ir''. servile cirive be heavily jjfillgl:.!:q':a, and p'rantect; and (c) approva.l of the-pirr and/or lplaza design is contingent upon unoin6"'i^bview or *re-plrl ";,i);;'plaza design, subject io an.igreemrnt-"e par"king beins'reactredbetween Hibberd, Town councir-a*o piinnini; co*risiion] in'acco"a- / ,ance wlth the zon'inq ordinance, sect.ion 1r.400, a iinir.ifi;;";\;^//must be submitted fir review u'ia upprouur ov irie-oe;i;;-;i;;i.,, Boal,t.;-showing in detail (size, type and iication) your p.lans to complywith the above tundscapins"ionaiiionil"'
- Village Center Condomjnit:ms
Review Board Approval - Dg-qC[Ler 13, Ig73
Dear Mr. Hibberd:
This letter will confirm the action taken at the Design.Review Boardmeeting on'Decernber 13, 1973, at which you were present.
I have enclosed a copy of the ininutes of the meeting for yourrecords and information.
Sincerely,
DESIGN REVIEl.l BOARD
Yladt rL?rZ Wa"on Jbl,
Nadine M. r4onaco, ,*|T(,1 &tz,4r6/&uirr*^t
for }{illiam J. Ruoff, Chaiiman
/nnrn
cc: Terrell J. l4inger, .Town Manaqer
James F. Lamont, Adrninistrative AssistantDlna Toughi 1 1 , Zoni ng Adrninj strator/
uLJtut\ r\cyrfw DUtTKU
REGULAR MIETING
DECIMBER 13, 1973
A regular nreeting of the Design Review Board was convened at 3:00 P.M.,
inrmediate'ly fo'l lovring the adjournrnent of the Plann jng Contntission, in
the Conference Room of the Town of Vail Municipal Bui1din9.
The fol)owing members were present:
l,lilliam J. Ruoff, Chairman
l,lilliam Hanlon
Lou Parker
Gordon Pierce
Jen l,lri ght
Also present was:
James F. Lamont, Administrative Assistant
The Vail Factory presented an application for a sign for the VAIL 21
BUILDING on the VAIL 21 CUBE, The sign is foridentificatjon cf the
Vail 2i Building only, and will not include the directory as previously
proposed. After revjew, upon motion duly made and seconded, it was
unanimously voted to approve the sign as submitted.
The Board revievred the further information submitted re the HUEBiNGER
GARAGE p'l ans. As proposed, the Board felt the plans for the garage
were too nassive and not in keeping with the character of the ovenall
aesthetics of the adjacent buiiding. They suggested the use of a
gabled roof and that the "pedestrian".door be put around the cot'ner
facing the house. Upon motion duly made and seconded" it was uttani-
mous'ly voted to approve the plans, contingent upon Mr. Huebinger's
agreement to make the changes as suggested.
Mr. Fred 0tto of Vail Assocjates presented plans for the Vail AssociatesLjft No. 8 - Counter lleight L'ift Cover. The Board reviewed the p.l ans,
and upon motion duly nade and seconded, it was unaninously voted to
approve the plans as subinitted,
Mr. Fred Hibberd presented his final plans for PHASE 3 of VILLAGE
CENTER C0ND0NINIUMS. Mr, Hibberd also presented a massing model of
the build'i ngs. The massing model showed access to the s'i te from the
Village entrance road, as recommended by Eldon Beck. The design
approvai of the bu'i ldings and site will influence the access plan;
honever, the access should be front the Village entrance road only.
After reviewing the plans, and subject to an agreentent being reached
betrveen Hibberd, Town Counc'il and Planning Commission regarding
parking spaces and dedicatjon of a park/plaza area, the Board,
upon motion dLrly made and seconded, unanimously voted to approve
the plans (dated Decenrber 13, 1973), as submjtted' subiect to the
follovring conditions: (i) that .large trees be planted to de-emphas'i ze
the height of the tallest, existing building; (2) that evergreens be
planted near the property line on the northeast corner; (3) that the
west end by the servjce drive be heavi1y screened, bermed and planted;
and (4) approval of the park and/or plaza design, Subiect to an agree-
nent re parking being reached betrveen Hibberd, Town Council and
Planning Conrn'i ss'i on. A landscaping plan sho'rld be subniitted to the
Board for review and approval, showing detai1ed plans to compiy with
the above landscaping conditions.
As there was no further business to come before the rneeting, the meeting
adjourned at 5:00 P.M.
Base d on the above review, it is foun d that an Environmenta Iis req u i red.
S igned Date
Title
lmpact Report
!f_GAT I VE pECLARAT tm
(and the stat:ment below,) it is found that this
s ign ii icant environmental impact.
Based on the
project does
above rev i ew,
an
Signed Wd,/qz// DA+e
STATET'4ENT OF ENV lR0Nt"lENTAL EFFECTS
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SPECTAL INSPECTION REPORT
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PROJECT NA INSPECTOR
REcrtoNs REQUIR
CCNCRETE:
E* Sr l: t: ^,'t-ft-a-a-
MASONRY:
STEEL:
PRECAST:
OTHER: Soecif
ADDITIONAL REMARKS:
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TOV,IN OF VA I L
PROJ ECT lNsPEcroR trtn /4e rcrz('fi
JUII 4 F74
DATE ; LOCAT ION I APPROVE D I CORRECT ION
COI..ICRETE:
SLA', fr_lz l6
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STEEI-:
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SPECIAL INSPECTION REPORT
PROJ ECT NA INSPECTOR Tt-tte 14etz
RU JUN 41974
DATE i LOCATION IAPPROVED I CORRECTIONS REQUIRED
COI'ICRETE:
MASONRY:
STEEL
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Ii4oldec:Tjme: 8:/r5 apiCuring of Sar.pl
c 3t-66
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,/^ -' )Un^ eRte{ Rtl ltAY 24 S74
SPECIAL INSPECTION REPORT
T0v{N 0
PROJ ECT V-r ++n ,., C tr. e q-lr,rspEcroR Ntfual)
DATE ; LOLTTIOIf t APPROVED I CORRECT I ON S REQU I
CONCRETE:
MASONRY:
STEEL:
PRECAST:
OTHER: Soeci f
ADDITIONAL REMARKS:
)
lCS,l Scrtl: ll,c:it.:t;.. j.cari l.-r,:-i
i'.O. il.c.:: 1>44
VajI, Coiorado 6ii;57
401t, HAPECtr ;i,r.C:. Ct,LCi.Ag.J iPFlri!/.eS i'J -3;-a) Li:'l
iJ?1 arJr,:/tJ3'1
JUN 41974
tion Co.1n 1 1
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PLITMB tNGi / M ECHAN I EAL
TOWN OF VAIL
FEFIMIT
ru nAY24.n,ll
9a1s May 17, 1974
NAME ViLlage center III trcrl
p ltibberd Coostruction Conpany ADDBESS 1127 Race S
p Maxwell Heat,ing Courpany PHONE 777
OF BUILDING:
oF woRK: E ruew E nootlor,r E neuooel fl nepnln
IPTION OF WORK: Hot Wa
PLUMBING: NUMBER MECHANICAL: NUMBER 125-M
VALUATION $VALUAT;oN $29r978.00
REMARKS:REMARKS:
PERMIT FEE pERM;T 66s 225.00
Eor DArE e3 I'l* 7+
I t
FLL' MEI I NGi.' M ECHAN I EAL
TOWN OF VAIL
OF BUILDING:
oF woRK: D r,rew I noolnon E neuooel E neparn
RIPTION OF WORK:
p'neenoveo
TOTAL FEES: $
! orsappnovgo
PLUMBING: NUMBER MECHANICALI NUMBER
VALUATION $VALUATION $
REMARKS:REMARKS:
PERMIT FEE PERMIT FEE
DATE
,.- t
PLUMBING.' MECHAT\ilCAL PEF|MIT
TOWN OF VAIL
USE OF BUILDING:
cLASS oF woRK: -E tt* ! noolnoru E nemooel D R.ro,"
DEscRrprf oN oF woRK: ,QZ-j;
E eppnoveo
TOTAL FEES: $
O
DATE
//\
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ToBNAME ,' )/'L.Lnnp aV-^le,n ,///
o**r^r31,"-l llftl^,,-I ADDRESS
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NG: NUMBER MECHANICAL: NUMBER
ALUATION $VALUATION $
PERMIT FEE
! orsnppnoveo
o
'ri
t
'/Unn€RL cd
INSPECTION REPORT
nE IIAY 2 41974
SPEC IAL
tl
TNSPECTOR Na frt e ';''
PROJ ECT
OORRECT IONS REQU
CCNCRETE:
MASONRY :
sTEEL:
{- 14*74
rHtAtEl,6'htt
PRFCAST:
0THER: Specif
ADD IT IONAL REMARKS:
[3"i&.xwr$ss
5l,j .1,;;,-rRi,:':'ioR
ir4;::*elin g
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303/' 535-7647
:,T:.1-ii.cTI
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101-1
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Coerse AgEregate
Fine AgEregaie
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?CY
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(- :i4-c-i
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1800
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;.s'ir,1 i.Ii'tiicDS I-\lDicAIiD illt- JUN131E74
i{ibberd Construction Co.r^r^ \_^
l-.ru. L,'J ,
Tine
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c 138-63
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SPEC IAL INSPECT ION REPORT
T0t'{N 0F VA I L
nu MAY 1 11974
//
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'f*t*r-'++ E-*-t+z t->t-tz tza Z E, 4 Zt * t',
DATE ; LOCAT ION I APPROVED I CORRECT IONS REQU IRED
IJT]I\UKE I E.:
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&,.t:i.- Rte ,- ;Z lfegf
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OTHER: Specif
ADDITIONAL REMARKs
i'rii, J EC I i.r^:.r,.. \l,r-l #.r13 * G"**-onrE--?-42--c=[sr-L- -z+
'i,-r i'fre i., l"tontl.rn of 1hi:.; <;i-Jice Iirai 1'hr:
_44_J-r=r_ J_*__:1u mb c rJl.{ - l-19 --h a s :
i:t
F
L _.i
I'i has [., r:i, c hr-ougrt-l'
conc re ic tes': "t oi-,i. li
Shor.ln lo',r,
F a i led
0'i' h e t-
results in prelin:inarY tc:;1'
Tested streng'l'h 262 t at i4 @ cuvu.
REQU I RED STRENGTH--ISO ai' 28 days by afrprovctj p Ians
You are l're r^eby notified -i'hai- f u'iure c o n :: 'l r u c'i' i o n upon said lccal-ic,n
is at your risk un'iil one of 'l-lrc i9llc-rlr'ing cot'r'e<:tioti nial hr:d: is
ach ieveci :
1. Recclcr!a'ilon of imllcrst-: d loaC ticsigir shtil'r itrg conci-e-ie
streng-ih as te:rteri is iidcqtt;:fe and clcctiliie:nted by tftc
strucl ui^a I e ng ineer in nrif ing io -l'his office.
.2. Core -iesi' Jltol shcr:s rcquirecl sl reng'li'r .
3. Aclcqua-i e reinforcilrg o{ low secl'ion.
11 , Remova I of lor'r un i'i arrd rep lacenrent vr if h accepi'ab ltr
corlcreTe.
F INAL INSF[CT ION AIiD I SSUAI,ICE OF CEIiT I F ICATE OF OCCUPANCY !'I I LL
BE I.I I'THIiELD UI'JT IL TIiIS I,,IATTEii IS COP.RECTED.
ing 0f f icial
l, Co loracio
err-
hief
ot{ n
L. /\l
Build
of Vai
8"S.rer$ee
Ssil & Fountisiion
Engineering
Proiect:
Locetlon of Pour
C 143-66 c 138-93v lJ o-sJ .i .o ,,-Vol. of Load
D3te Motded: 'o/24/74 Time: B:40 Curlns sf g3[Ilptg!+'1.ab. &fl l'{oist Rcor,
. ; ._ -.. _.'. \, rrtarJv.;.!.-. -..c 3t-66
Concreie Tenp. fr]T., Alr Te:np. 59'F .'-".': :' -: , ",t
Slump--.6*--wt. of Fresh Conc. PcF-L4tA--- Air Conte.n'.--1,r3 %-_--
{F 'tn't 1
t JULa61s74
l-033 South Frontage Road West
P.O. Box 1944
Vail, Colcredo 81657
4O1O HAREOB PLACE. COLORADO SPRINGS, COLORAOC gTJ3i'
303/ 596-7647
L., LJi-O4
Gel/l.oai -
\\'ster Cement Ratio
Adrnixture: I.JA
iesign by
Drilled Cores
'i8peciqten No. ".
1Dr=ensions Inches - Std 6 x 12 Cyl
I
;Specimen Wi; T.bs. BSSD/0.1963 CF
iterght PCF BSSD
lTotal Load Lbs..
/r \\4t
Gal,/Sack Water,\dded @ ?iantgJcb S::e'158 -
,Cement Content
(Gai). ?cY
, Coarse Aggregate ?CY
Flne Aggregate
2 ft:+:.
no. . of -Specinen No,
tTi'pe ofl-.,rif-..-Et..s'?-e.e
I
0)
Diag.
Sire a r
Cone
tJ,
Vert.
l--ttlf'l it-:
r Aol
r--1l'1 |iTL-.-Solit
lS';e: gth - Actual PSI c39-55
itrer.grh Feq'd. PSI Specified
-l.e::::ks
:
i ^-r}^| 1244
Tested By: T. J. I'Ieier Sarpled T. J. 14s1s3Sigued B
26?r
-1.t,,'= !-r'ff JUL 2 21974
iiSr'rTi'JCF.iTi F:a:D tsStT:l G Ca)..:i,:.:,
" -,-4., ,'ts.:, ia. i'
lS: l'.1 i.':::l: -,- S J i'T--l 3r.Tl:)
Co::t:e c:cr:
.i-C ii. i\ , .
_l r\.l '1
l:-nicr.i.
- \--*a's** i Cclc. Cr'.i-cca:.!on oi :our in Si:-ucture 4 J&H livj-nEroons.4 J&ii Bedroorcs- ?:ne 1..;')r,,:d n.24 ;vt
i,-:---.)
Dsie irr:olier:_ 4/24/?4
c 3l-66
L/ .I:.]-DO
VCi. C: r-O-O
T:rte: Cur:rs ci Sarr,pie:-i-_:
.-::-r r_!.:!
c !;!-i3
,, rfUCJ-
C or.'-e:, !
3j
:€li Raiic.'1,'Ei3i- -r.caec ! .i::.',
,^^-J^-j
L-=r.1"*l -l !r.Jr : Lr:,, .
( 1i7Gal,/Se cil
;D;ji:ed Cc:es Tests at Days Agec 42-61
l:rre Aggrege ie
)F 27
'l-r-<:iD; ,l.'.
:.3 :.;3
';9 N
::fli).*"i
BEST
COPY
AVAILABLE
fltI S'21974 !t'"'''^'
l-C33 ,sonth Frontage ?.oad I,l,*:; t
P.O. ilox 1944
_iOtC iJAaBCR p,_ACa, COLC:r,:.D,-r St,3l,:._:J r.tij. ,-if 3r-;9 i 7
3031 59a 1647
':,,-73::l^ i^,/\r '- , ,'-": i.-. '
i')b :j
IrF I -'r,\
i .l,in;, l:. ..1 ":.'-:-..- .JJ'--:
c ii--i
' ra 1i-!
-1,\; j.
C L,i3 -iiii
Vc]. ,:.= l,c,:C
.--t_
:-:.t-.-t;- ) . :
,rl i.u=l-El-^c. PCF t-i' .. i-- ,,.r.:
C 13i--ij
t. !/ / '.
t.),\
- i:. -:.,:; a:
)Jr,-- J t-t
Shr"., ',.*t'
,-rllz')-j,.1:i ,,\ta ia) i
ili:i'.: /
Tssts at-Days Aqq - Lasi j13, :.:: ,,;*:,::le: iio
i;i ,5 tr
:'|. | \')
''
!. .) i-i
, : ' -rC
5 c1,: i;,,,-: i
.-j'--l ::, l- i -.
-;-
\./ i
., ]-)
. .r-! ;3
r.:.) i 7
r)
i....-.-.ir
1l
'-..-. :, '-i
: sffi.$*,;smyfles
i:, .i i:uriu'ic',r
;.,;Ji'l ecf ing
aJ4rtABrs^' ^illai;iT C: Caf.Cl!i: r..:-.,- -:Ji.J j -.1:',i '::.::iI'/3 gli;i.:Tg
"i l.: I : t!
nu ?uu 22 rstq
1.013 South F::ontage Load i'es:
P. O. iio:, r 94+
\iai1, Cc.:.cr aio 'cL557
' tj;ri1r) ha -l'.j0i" Pl-'i:E 'j:-U'1:C''.,,5)ar ' ':
I ljj?i SJ6..j 6a I
BEST
COPY
;:,3f ),i l.ii'i:r-:'DS : :iliCAilii
ti:bberc, Ccnc*Lruc-r,-, cn Uct
:i I l,ii l-1 =r.,e rlan*a-
rour in Siruciure : ; i: K :j.eirccr:r
i:;. _ . _._t lcket No. il!-l:jz0_ Cu. iqs. r-iaced -1 ,_
Daie ].,J.:cec: t / "!/',rt Tirne: 1:,1.1 t":: Curinc ci Sanplsill
'-'vc 3-i-65
i^ j ^r,! .- - i -.-,* :;t ;v ' I * T-^,..- _,r.-rr
\-,/\---! -. e !.r: _-*e . _/y:2, :.-! _.J J. rL: i
SIun: '-, trt/z- of iresn Conc. ?CF__ :;-;1_ Air C
c 143-66 C 1-?E-63
Vcl . ci LoaC ?
| ! -',.^-ii --.-.-.:EC. :
3.i:6 e
a;'l /1 n.A
C ?a --'s2
i-inu,liu: +l j'jA
Gai./Seck r'iatei Acced rd Pj.ae:
Ceneni Coni-e:rt
. i,^.: !i-s
rieS icil Fine
:i / itl
Driii:c Ccre s
iSceclner ),io.lCr-
l-ilJ3!e:eSieC.
lDr=ees:ons rnches - Sti. 6 x -i2
jSpeclnen '.{1. Lbs . ESSD/O.lE63
fei:.:i i'.ll 9SSD
ii;ee :i.:. ;.-:caes - siri Cyi Z8 -27
lTc:.,"1 ;<,ac r:s.
Cy
(2) i3 )
Cone Vert.
S :1it
c
:
ot i.:T
Tests.at Days Age.'; 'l-.:.s: I:C. o j:' .:ic:;,eh -..:.
- r. - r-a=Ec r:.- ^ -:- - F:..
1/:
I . :. i.t
.,..'.
-i)-:
ttl-r!l'l
il-'lir--:
i.1-.i
-. U. : s- L- Sagned
tr.:t-:-:-{ri
Test'.i B
o
Soii i;, Founiatlan
Engineer.ir:.
fltt AUG 21 €74
1033 Scr:.ir F::cn'r-age P.oad l::cs t
P.O. Rc'x 1944
lrail, .-]a1o:-adc 81657
4t1C HAEBCR FLACA. COLC?ADO SPRri.,GS. COLOP.i^D.J e"i-'.1
'ia?! 595-'l t47
i Conc. Ca. l.iountarn I'lobile
'j-a-a, l.lir'^^' /.r-r :;r.s rt:-^tji.! Cl:1' All. _-
F.EPO.qT Oi COlrtClrrTE FItiD TISTS & CC\iPi.I93.j'r1_STI:Il.iGl'I
LS?ll lilETriOLlS I llliC;Tif)
l-01-l_
No.'JOOI_J1A_Cu.Yss.Piacei i7 ?ir,e Arrived 7*C ?e,.
i')= lo McloeC: (', /t t+/f t+
c 3I-66
Time: R:no pmCurinE oi Sar.pierft(L:i6UU.E lvicjst F:cr
Concrete Tenp. 55or. .A-ir Ternp. 630r'
Slump ?.O \l*lt. of iresh Conc.
c t43-66
. ai1Vol.. o: LOad OZ ^1r / i'r1\- -'\-) / :r uv.r
PCr___3;E--e-*_
C 1-! E-6;
G.: i .1l-oai
i't\'e ier Ce:i;en'; ilaiic__ _ Gai/Sacs
iiniix:ure: F5.q az/c't
-,r';'i: -.,
j'ij.x Xo.: Scecs" 5{- g*"i.Ccarse Lggragate
Design by iine AggreEate
n
Drillei Csres
-vC,'-!
:1
6J cg ru' ? / t
-2
/74-J/-L1 /-?.47 h9 /f 4
Teefs-_€l__Dayc_3,Cs - Last no. of Speciaen No.@AC'6-Cffi a!*-eeJ-s*qf--estu"** --- _
]_-_-.--]--_-.i-lJ'_-i 9B:.2.-j-99:]a,-rlaQi,&ilal:a&-.- toa-45
\,'il-O+j--.-*_*
;S=ec:nen irio.
iD:re T:s:cC
:D:=.e :-- s ion s l:lcite s - St,l r. r l? r-lr'l
:S::cirren Yr't. ; lrs. :SSD,./I.196:l Ci
ii"'eighi t:cl' :59)
ji:ee Sc. inchr:s -C;;i 2t.27
Tcte} l,.rid Lbs.
rTi-pe cft--'r;?=a--J.f 1r
i
7it.l,
i ,5EO-
a: ---2A-.92 -*, --?-6-.-9 _-c?_!-og
i r--* ii:'i-'i
; -l- . i
jstd i
T\i;rn
lhe ar'
14.,
Cci:e \.'o r i
Seiit
tl11l,- l
lS'-:ercth - Acti.iai FSI C3"?-in
f*r
I li
!--J
S::.=r.c- j'' Rs o'C . 7SI SttcrfieC
ZUUb 2101
"&*-ror3ss
:ll l- iarlldsii,lil
.i.:qi,reering 6lf JUI- 2 21974
:."'-^- r.,i-.:. (-/i ,. r..r:) *:\..,.ti I r:_L/ :i_)r) ,,\ L,\_,.vii-r,:oJii/i J i. i\i._'iLJ !-?
A.STl;i \{ r1:IODS LYDIC.i,TED
l-C33 South Frcntage Road r,.Iest
P.O. Box 1944
Vail, Colorado 81657
4011 H.i ABOC PL.CCE. CCLO'iADC SPl ':;C:. iC - -, '. .lDJ ACgl7
303i 39S7&r7
t1-.-.,^,--^..
i'-'-'
i?rc: ::.:i: 4
Tal.r LIr
I :r'n l.-'l
l0l-1
lr..--'-,,-,--H
I l-ivingrooIrs
Conc. Co.
Tine l'iixed 7:44 an
Nc .Voor 5r q Cu .Yqs, Piaced__16_ T:.n: Arrrued ? :50 a_',i:i-lci: \;: " 't q Tic<et
c 3r-66
$loist Raom
Air Ccni=nl 7e
c 138*63 c 23L-62
l-iL/!.arearVol. of Load B* cy/Truck
c: ZO an Cur-is of Sanplei-L frir"il
of iresh Conc. PCF
i.d;,u<rlre: A:A
r f i.. \ .i
;",s::: Cener:i P.alio Gal,/Sack ,Vater Adde<i rgl Planl .. l:b S:ie O
Ceneni Conteni \\;3 .i,,
.5i<-/.,ioz/aY
Specs " 5* Sac.r :'i* :i i.: -:.'
\- - i -- L._iJaat r,'. tJy Flne AEgregaig PC'f
Dr:liei Cores
Specinen llo.
D3te lesied--:i--:..
lDi:Ensions Inches
;Specimen Wt. Lbs.
Weisht PCF BSSD
A-raa Sg. Inches -srd
i!:-.i:! Lcad Lbs,
lii.:,::,-::'?
:
/r)
Sh+ r:
\Ll
Cone
i3)
\/arf
S ciit t ll
r .,,r
i'lii
illl-ir
Tested Byi
5:ecl:i:L
Saopled
'a
:rird
O t eesr
co
._ ri;11, Colc:el.o E:.(S'i
," i:::!i{{li')fl 43:(itAfi?(:j;pi_AC:,i.-3iijri,j1rS.J. :.:. : t-.-...-!
ctiiiq 30!/ \.,!,. /*t
(--i :_-a)l'.:cF.::; Fli:l 1:3i: f ilallli:::i:rE:r,il:.,'i jf :.::llcTH
ii.:l-r
Con;. Cc-
":*'*:'T *?,urz?$?4' q,{f JUL Z r r:"-
BLE ::;: :::'lriio""'"" iioei lu:csi
ucij on Con;an
fl ?r-;A
Ccnl:.:ir:r i::,:. .:.Cu", ::i:c re=F. Slior.
ae Curing of SanoleS irlois I Pcc:.:-a: - &il3!:66 T
c 23i-n2
'-i.:." CeC
Sl'.:n:. ,.:!.:. lYr- of i:esh Conc. PCF 110.?Jr Ai.i iion:=ii-
--:-.i--."-.t--c 1,1.:-65
Vo!,
c -i3 6-63
it-::..- '' ,. - ..,.::: i.aiiC
i,.j._ . .'._ .:!-,!o=/cY 'il e r:e ni Ccnt+ni .'\-.,!
i:.ne -l.qcreciate,- /... 7" "'. /,"' ;-F.t.Ter?.ic
'n-r !; -.-: /^ --,-.-, .:-,. _j-!-;- !J * ; ::,>
i c 12-64
i.Sc: c:-Eer l{o .
:D:-::sic:.l inches -Std 6x12 cvl
BSSD,/$.1.963 CF
iii-eic.'Ji :'i'Cl' :SSD
Cvi 28.27
st Days of SDec':g.en iic
es.
(2)
Cc:e
l1\
S rii;
l. Ili I
a rl1i;
;i'.;i. : 27 -t.i: i .-" -;)i,
i.=|::l.,: i:lr
ti
',:1:i'r -:
r--.]iill-;
i_.:
i,ti I
l
r'l)*\J''j,'.'I
. : :: _-i iil-t*e_!:."ajj-!f !;;,';''_,_.."-,--.. __-__
a
-i)ct- - 1. .t-., ' : ,l rj.i i. n
SPEC IAL
*'"b.n**
INSPECTION REPORT
TOI',IN OF VA I L
PROJ ECT N lNsPEcroR 6n klae
RLt JUil1gt971
DATE- i LocAT l0N IAPPR0VEI)IONS REQU
CONCRETE:
t.^Ite> ZFJ Fti,+
ia i,r, I x-
l rl "4 JEP Ftc-c't'
MASONRY:
STEEL:
PRECAST:
OTHER: Soec i f
ADDTTIONAL REMARKS:
SPEC IAL INSPECT ION REPORT
PROJ ECT rNsPEcroR '--r- -.-^ h)
Ru JUilrg874
DATE ' LOCAT ION I APPROVED I CORRECT IONS
CONCRETE:
MASONRY:
STEEL:
l{i t-4lr* -, 4y'tar -2"r+t'z',
PRECAST:
0THER: Soecif
ADDITIONAL REMARKS:
o
F
F
o
O
c
z
o
o
F
z
a
<Fg<::r-a:.F
< :- J z t
thi!-la9ip\z'<!
=<azai:.z.zii;E9{E5tFFca(.)<o
)"i51:o*:9:;<u-.(a3',t!l
Ii"<da> ^?<o:tts]m=<!( .l 3r 'l
lr-
F
cc
J
c!
uJI(J
z{
J
2
(J;
o.Q
u,l
cc
o
zl
Fz
ut
uJ
o
uJ
z
a
F
aa
cc
)
!r
F
-'|{F
F
a(
c!
9
J
F
I
=c=HlJ-eO
=,2
=ql--
l
o
NOIJ.VNlVA
:-Is>(,(")
\!!c'I
=-zoo
z
F
9o;>
:z
>o
F c,,i
,/tNsPEsloN
TOWN OF
\\ I'q.fa- q
FIEBUESiT
VAIL
DArE 2-12-7+t./
JOB NAME V I uCA€ €
TIME RECEIVED AM PM CALLER
E ornen
MON
GOMMENTS:
I pannnl LocATroN
READY FOR INSPECTION
TUE WED THUR
Q[rrRovED
! ueoru t++F FoLLowrNG coRREGTToNS:C-t
CORRECTIONS .?r \i -rlr r? I l/n/'*4"
E orsappRovED ! nerNsPEcr
e
DATE
INSPECTOR
1 " t't' '7'f
't'
Franbr & Engery, lnc.
COA]SULTING ENGIIVEERS
2840 SOUTH UALLEJO STREET
ENGLEWOOa COLORADO 8OI IO
TELEPHONE 303 761-4860
Mr. Jerry AldrichChlef Building 0fficial
Town of Va i'lP.0. Box '100
Val'1, Co'lorado 8'1657
Re: Vi'l
i nal Revi ew
Job No.F&G 452.19
Dear Jerry:
July 11, 1974
April 18, 1974 to our
1974, and with reference
uirdi^si'
We have reviewed the response, dated
Prel imi nary Report, dated Apri I 'll ,to the report we f i nd as f ol'l ows :
ITEM A.I
A. As stated.
B. Use of fire-retardant q'l u-'l am beams to obtainclassification approved Uy ttre Building 0ffici
C. As stated, with additiona'l marg'in availab'le byc'lassification.
ITEM A-2
A. As stated
B. As stated
Type
a'l .
Tvp
II
e II
C. In compliance under conditions stated for glass. Provisfonsfor steel frames under U.B.C. Standards Sectfon 43.509 not
s ta ted
ITEM A-3
compl i ance
compliance
InA.
B.
CIVII. ENGINEERING
In
I.AND SURVEYING STORM DRAINAGT STRUCTURAI- IT TRANSPORTATION / WAIER & SANITATION
Mr. Jerry AldrichJuly 11,1974
Page 2
C. Designer's responsibility.
D. In compl iance.
ITEM A.4
In compl iance subject to implementation.
ITEM A-5
A. In compliance
B. In compliance
C. In compl jance
D. De'l eted
E. In compliance
F. In compliance.
ITEM 4.6
A. In comp'liance
B. As stated
C. In compl iance
D. De I eted
E. In compliance
IJEM A-7
In comp'l iance
ITEM A.8
De'leted
ITEM 4.9
In compliance under conditions stated.
I TEM A-'I O
A. In compliance
B. In comp'l iance
Mr. Jerry A'ldrlchJuly 11, 1974
Page 3
C. Requirement deleted.
I TElvl A-'l I
In compliance under conditions stated.
ITEM A-'I 2
I n comp I 'l ance
ITEM A-I3
In compliance
I TEM A.'I 4
A. In compliance if implemented
B. In compliance
ITEM A.I 5
A. In compliance
B. In compliance
ITEM A-I6
A. In compliance
B. In compliance.
ITEM A.I7
A. Drainage plan not submltted
B. In comp'ljance
C. In compliance
I TE14 A-'IB
In compliance
J TEl'{ A-'l 9
To be verifJed as stated.
ITEM B-1
In compliance subject to four inches of so'lid masonry being
provi ded.
O
i chMr. Jerry AldrJuly 11, 1974
Page 4
ITEM 8.2
In conpliance
ITEM B-3
Ap prov ed
ITEM B-4
as per our letter of May 2, 1974
In compl iance
ITEM 8.5
In compl iance
ITEM 8.6
A. As s tated.
B. Revi sed retai ni ng wal I
approved.
ITEM B-7
design submitted for review and
In compl iance
ITEM B.8
As stated.
Note that throughout the above commentary the term "in compliance"is construed to mean performance wil'l be carried out as statedin Hjbberd Construction Company's'letter of April .|8, 1974 andthe agreements and concurrences arrived at in conference wlthyou are as stated.
l.le understand the building perm'it for thjs project has beenissued. Since drawings have not been revised and resubm'i tted,
and no formal addendums are to be issued since the designer and
contractor are the same ent'l ty, the burden of assurlng stated
compliance wil'l fal'l on your inspection forces.
P'lease cal'l us if you have any questions.
K0Rdw
Enc.
cc : Fred Hi bberd
Very truly yours,
Frasier & Gingery, Inc..%-4@-----Knud 0. Rasmussen, P.E.
ProJ ect Manager
I rNspEcGoru
TOWN OF
FIEEUE.ST
VAI L
DArE '7-1Q'7?
TIME RECEIVED AM PM CALLEF
I ornrn
MON
GOMMENTS:
TUE
! pnnlnl. LocATroN
READY FOR INSPECTION
ME THUR FRI '!'a,-1 AM IPM /
ffi nrn RovE D florsnppRovED
[J UPON THE FOLLOWING CORRECTIONS:
D nerNsPEcr
coRREcrfoNs 5v/4aa/E Ccp(€tL Fptrn Cn+sr trZ;,,t tc,PE
INSPECTOR
r::.l rfb tnla.JH$iratffiH€€
' rl .r ! t ..:i,,,i- iC1.:.li-"i','iilit
'7'.r :i - i;r ;lai": l: :n-:\T'-rt,,, ../F
r- Lt"...':.- iit 'r.(,/r'lt. '...-:4
RU AU8 21 1e74
10 33 South Frontage Road l,,rest
P.0. Box 1944
Vai1, Colorado 81657
40l0 HAaBOR PLACE. COLORADO st'lllNGS. COLCF.IDC ai,,:i 7
30'31 595.'1647
il!!D :;S!S & Clll\:Pil:SSi"i STi.iIGTH
i:.S-i'),1 i"l lTFI(jlf 5 I lllliCATED
jroonse j3,ii Eedrooas.
Job 1,.,- l,()l -1 *_ _
La5. li: . ]0t -t-( 1_=:r;;-
=--::qb:,..Ti rn.o l..i i r.,: ri 1,. :.1 ^n
| !r*ra+-"+..r 4 r #{.'**tue*$** i conc. co.''.i-'-c.:;i_' cl Pcur in Si:uciure5th_fl_gor G.H."T&.i r.ivin6- *
-iir.rcl:- i::. 1l+ --Trcket t'ic.VOOIL.!a Cu.Yis.PiaceC :,r Tlrie Arri';el ?:t a a:_-.
D;ie .'.i- jJeC: ? /3/'71 Time: 8:00 apCuring oI Sariole:H Lab, il--'] l.'ioisc Rcc::
U -*.::CCc:l:6'6--Concrete Terp. 61"F, Air
Q lrrmrr t: ,', /t,-/ ./f -i Wt. of
,.J J..rJ -OO
PCF__14e.5_-
c 138-63 ' c 23.i-6?
TeEp. '650r
Fresb Conc.
VcL . of Load__8___*_____cylTruc.k
/Yal?r IclCed G ?ia:.;.
Ceneni Content
_ '. loc
iGe i)
?CY
Sila I
Ccarse Aggregete
Pine AggreEate
ll
:,L Y
l-\ ^ -iF.. '^..lJgJ:-.: J /PCY
iDrlji:i Ccres
4?-54
'Speci=an i'io.
i_ir3te :esi,e c
lDi:ie::: icns ir-rches
I
-Std 6x12
S.".*,"" .'.'i t Jbt .35.:D/0 .19 63
;\'.'eighr FCI' BSSD
is:ea Sq. i:.ches - Stri CyI 28.27
iTctal Lc.:c Lbs.
\.., y_;
I
- iast no.of Specinea lic.
-CP
ia
(iri (+.1 | 1+^
2?.2\ " 2?.!
| ^r\ ',/ | '-t: .'
^:. ^.^ i ^--. ^-u LaiUr.r : Y',-v\)n i ,r
:_:i i ,.__.:
'-?t,/.-/r\J-,J.-.-lL/-/J
{l)
Diae.Sre:i
\A,
Cnne
/r \
Veri.:'li
i--rbl tl I,- I
Tested By: T. J. irlc; er
S oiit
I ll'^ )2473 2rEC
j"QQo, --:/tQ'-a
t
S.&,*aner8ee
-:ir:r.L.f:.1 * ic,:::!:-'i:.1
i '.119 r : i;: !:1
:i tr-\t'i' f. I r'''r':/-:-';'?t
nfnue 2 {s7d
-,'.,:..1P I
1033 South Frontage Road liest
P.0. Box 1944
Vail, Coiorado 81657
4010 HAPSOn PLACE. COLOPADO S;,i|l$65, CJr_'.rqADC gCalT
303/ 596-7641
fltl;l :ISTS & Ca:\,ii'qiSSiVE ST-i::'iCT:l
AST,V 1,1:i : iiii-rLlS I i.l IIC;:,,Ti'.D
l/-..-...|'-.^.'
fr,-.i:--r-i-
Lccetlo:r oI
f,rh ai, I O'l --l
f ;rh- 1.:.. 'lnr-t-(i27-1 12\.Ll/,l- - ---,
Conc. Co.i-fn:rv'ia'i n !.in).i'1 e:
:*::=:=:::..::.i
Tt*. ,ii;. 6,30 ar -{th floor J&ii livingroons.?,,i ! r, nri (' . iO rn
.- : 2n FTl---.--_- ----teu : i-ri\JJ. v(xlr -LI v IIItiI vlJjilit. ! rrlrs +i,-!-1r:j J ! o.jv a-i:.!
f:-aci: Iio. 16 ilicket Nc. Voot 4oz Cu .'iis . Piaced-4i-- i:ne**A&q?rp
Hibber.d Sensiructicn n
Vail Vi-l-l-aee Cente
D:te Mo-tded. 6/2.8/7 I' Tirne:_?:,L5 anCuring of Sa:npie$ii. =:=r^*,1
j.r,.c:jr P.L-cr1
-c 3l-66
Concrete fenp.57oF, air Tenp. 6loF
t,3i-e5 -
(1, rnrn r-1-v.{'||tJ}4 Wi- of iresh Conc.PCF----l.az-l--
c 138-63c 143-66
Vol . of Load l),a':/:-:.2'J -
,Vatar Addid i,jj ?L.'r':
Cenent Conieni F,Ci'
Ccerse Aggreg:r+
Fine Aggregaierr AAereaa
il;ill:d Ccres
c 42-54
tSpecimen No.101-
IiDsie Testcci
l--
lDi=ei:sions Inches
I -Std 6x12Cyl
rS:eci.nen \f i. i,ls.3SSD,/0.1963 cF
\Teight, PCF SSSD
i:ea Sq. I:lches -Std Cvi 28.?7
iictaL Lcad Lbs.
Tests at Da s Aee - last of Specinen
r_not_catea i;est at
1-26 i 132-0PT
;.1 l^t/ tt'|t '.(/ 1o/ /+,7 /26/7 4
c+d ;
:z'1.94 '
0.9 r l4O.j
ao.1 28.27 \ 28.27
ap_Q. j giooo
jzo5 < | !\E\ ;,/ | eJL,/./ -/rL,t
000 : ;nn.l.-.:Y-"-.--
D Ul'
!2
(1)
Diag.
Sh::ar
i i-.:r:: ; I ir - ).cluai 9SI
(21
Cone
(3)
Vert.
Sclit
1-rl!'i It-l
riE
c39-66
S'-',''.:'ii'.1'
TesteC T. i. I"ieier Saroled T. J. j'ls jsrSigneci BY : ;
-t-- . i
I L;--*-t--.; .r L '..-:>
--*'- '- -rqi'r''">::=--'
-
PEPCiT OF COliCir.iTE iiELD 1'[STS & CO],lPF.ESSIl€
iiSTlrl l'.{ii Ii{CDS INDICA'IED
14ffi AU02t$7,
1033 South Frontage Road I.IesE
P.0. Box 1944
Vai1, Colorado 81657
40lO HAREOB PLACE, COLORADO SPFIINGS. COL0,lADO 80917
303/ 596-7647
STR;lllGTH
o
8"Sas*nsrfi
il -':i 6 icli;:-'i'J;ic;l
I;l;!,:': eri;r3
iC.::::,i.::rr: :I. bccr.d Co:isiructron Co::.'Irany I Ioit ::,
Conc. Co.
Lnc.: iion ofrl::.on oi PbtrF-iii-S:ructurei ii&..i BaLconies j Flf eul_a.ce
G&5 (hearth) ; srcewa-!;@iio.e.
lTr-e cl: i:o. l-t Ticl<et Nc.Cu .Ycis . Pi.aced 15 * Tlne
-.i-i+t--++
:1.!-JCr: ]:O. _ 1l tlc:<et Nc.llnn: j"n UU.:GS. t'LdC3C t r .i. 1::18 .fITI:,:Il?_.tj 4li-1i
: rc/2./1L _ _Time:-..,fu.,1i;Q3sr Curing of 5anl1e4'R Lab. ^{.1] :D:ie i"l.olded: ro/25/1 .| ]-.ab. {.i-l l,rioisi:3cl':F ar r^ .€
8_3r-^6!3l- 6
,1.rrrn.ao*a iTraran atQ= rr-- r.- r,Oa:gj I l{az'ie:n:). or !
\i!rF!rt )Ll Wt- of t.esh Conc. PCF--- 1lg,g--- Air Ccnlonr *6,2 - 1t- -. -c 143-66
VoI. of Load
c 138-53 ,^^^llr i.):- i i
.^.1/i---r!):l a,' jr! .:!jcyl tiuc(
\r.--:er Ce=ert Ratic. Gai,zSack rVai=r Lciriel g i-!an: ,.
-.
ic' S:.,-_--- j:_.
.'.f i-.- ' r . Snor-c n-1. C-.'.-
Des:-i: bv [ine Aggregai:PCY
oz/Ct Ceneni Conte;:i
iSe-:cimen i*Io.
IiD:re TesieC
lDi=er:iors inch,as
I
:D;:.ii=i Cc:es
i c 4?-64
101-1
-S"d 6xi?Cyl
L22-!23-i
j-rqD |J iltJ .of Suecinen i,losofa
DTF
Tests at Davs Age.F.,:.-r_+
;Sl-:cimen 1,^/t. Lbs,
I
sisJ/0.i963 Ci
liVei.gnl. PCi BSS-D
i":ee sq. I:lches - S:i c,r-i z8 .27
- \ir i | "\:- | rlc
tt)
Diaqr -
Sirear
\.-,{11',I
JDrI!
ITAJ r_800
000
i
c +,n I !-f ,{
|-:-lL:J
t*-'!
tii'r I
iallpl-ec T, J, lieierSigneil
Soii & Fouridciisrr
Eugineering
qlr AUG 211974
L033 South lrontage Road West
P.o. Box i94j;
Vai1, Colorado 81657
4OIO HARAOR PLACE, COLORADO SPRINGS, COLOFADO 8ffii 7
303/ 59A7An7
REPORT OF CONCRETE fl
FSTM T{ETHODS INDICATED
Contra ctor:
Project:
icce'Jon o! Pffi
bejdf OOUS . - I 'j, .,1::.a. i" .: i . '.':
Tru:k No. flr'"'i- Ticket
101-l_.
Lab. No.l-U:--r--t !-.:..)-ItsUJ_
Conc. Co.
D3te Moldea: 'o/24/74
Qlrr'nn lL
.c 3l-66
f'a'rnr a*a lTlo:-"rrr Aq"!' A i r\r\.,-IUI It Ue I v:.j-Lrr. jjZ-5 t -rr
wr.
c 143-66
Vol . of Load F1t L-frl- avtl r1 evJa
L/ lJr-ni.
L-3 i / LCaC
c 138-63
$'a:er Ceneri Raiic Gal,/Sack 'rVater Added. @ Piant , jo5 ,s::€ ljE
ACnixrure: A:A oz/CY-tti s il
Cemeni Conteni tlY
. Coarse Aggregate
l\: q r;
SK'C
Design by Fine Aggregate
; L,i.st-no. of
l ir,n 2
ab.1
. 'J/i.,! )t \--Jtv:-v-*
:.]
.1'ron i ',:re n lio.
si,d
lSpeclnen No.' .'
lD:re Tested ..
iD:=ansions Inches - Std 6 x -i2 Cyl.
I
;Specimen Wt. Lbs.SSSDz'0 .19 53 CF
\iferEhi PCF BSSD
Tct3l Loao tbs.
iij (2'i (3 )
Ccn.e \ieri.
Sniitutc j.
Shear
C3 9 -.5
*:.r'r-i{ir:ri
-lt'r't
1Cr--1
r---1til'r ilri
r Ao'l
i'1 !
l. Iit t!-i
Tested By:Saapled By: T, J. LIeie-rSiSPed
//a(1,/
I
Scil I ic'titriir;: ia,r.
Ehiiii€!iir':ir
n:rrr\:.r. .\:- ...!'-lr:::: f.jIi:_- T::13 ! CCl,.r;):.:g:r.,.7
.:-i l2.;-j -:1
:i; : :::T;
ilr duL221E74
l-Sf l-1 !.1:fi.C;-:; i:.i:4,.T!)
lon Com
in Stru-Tr't nc Fflnrlc ,
lio. v0c1356 cu "l-ds . Fracec 20
T:;r,e lrii>:e: ? .21 nr,'----g-G/L-.J!t!'
-.-- i.
-:-
- -.:
a-nn^ f-
Ir4 clcec: 6 /24/7 !+Ti me.
of F:esh Conc. FC!
,/?+V
c -?l-65
C:;:e:.i
c l{3-66 C :':,J-'i1
\rc.:- . ci 'i-oo d C1".,' - i i.l 3: '
'rfa;e: ier:re:ri iatic Cei/Sact:
Acnlli'r::e: ILEA
Design by ?CY
Di:ilec Cores Tesis at Days Age
\- rit---,.:
' ^':rf . F:.: i Lr.
il
' cJl-cu !l/ r Sar"}i er1 lv;
EXITS REO.
DATE OF APP!ICATION
TOTAL FLOOR AFEA
TOTAL LOT.AREA
NEW() ALTEFATION I I ADDITION ( I FLOOR AREA RATIO
USE OF BUI LDING
HEIGHT I N FT.OFF ST. PAR KING
MArL AoDREss 29?7 OFF ST. LOADING
NO. OF LIVING
MAIL ADORESS COMMERCIAL
TER( } FORCEDAIRI ) ELEC UNITI )
LOT BLK FILING
1. TYPE OF CONSTRUCTIOI I/ II tII IV V I HR
2. OCCUPANCY GROUP A B C D E F G H I J
DtvtsloN 12 3 4
BUI LDI NG PERMIT
SPECIFIED
FIBE SPRINKLERS
ENERAL OESCBIPTION OF WO ABEA SEPAFATION
T0wil 0F
EIUILE'INGi
t|A tt
PEFIMIT
UNCOVEREO
APPLICATIOiI
ACCEPTED
PLAN CHECK
APPROVAL
PERMIT #
READ THIS
L.1
*
" 1-lTHAT I IfAVE
STATE THAT THE
ABOVE IS CORRECT AND AG&EE TO COMPLY
wlTTI AI,L TOWN ORDINANCES AND STATE
U,1
Fnsicr & Eingcry, lnc.
COA/ S TJ L TI IV G EIVG I IVEEF S
2840 SOUTH VALLEJO STREEI
EN6L EWOOq COLORADO 801 I 0
TELEPHONE 303 761-4860
ffl{ Jt"iL301s74
July 26, 1974
Mr. Jerry Aldri
Chi ef Bui l di ng
Town of Vai I
P. 0. Box 100Vail, Colorado
ch0ffi ci al
8.|657
Re:- Building
Compl i ance
di ng Code
heck for
f orm Bui 1. 452.22
Mr. A
ccordas for, have
di ng C
ncl ose owi ng:
- General Building DataProject Data Sheet
Prel i mi nary Report
Part A - Review for 0ccupancy, Type of
Constructi on and Exi t Requi rements.
Part B - Revi ew for Compl i ance w'ith Engi neeri ng
Regu'l atjons.
Under separate cover, we have transmitted marked up plans
show'ing location of all the Code violations cited. t,|ewill make our final plan check as soon as we receive thecorrected pl ans
If you have any questions, please contact us at any time.
Very truly yours,
FRASI ER & GI NGERY , I NC.
Plan
Uni
Job No
I dri ch
nce withe su
0een
ode, I
he rew
Dear
In ati on
197 4
Bui I
Wee
uest the pl ans and specj fi ca-ct, as dated May 24 and July 11,
compl i ance wi th the Uni form
th your reqbject proje
checked for
973 Edition
i th the fol
z41K0 Rdw
cc: Fred Hibberd, Jr.Knud 0. Ra mussen
WAIER & SANITATION .CIVII ENGINEERING / I.AND SURVEYING / STORM DRATNAGE I STRUCTUNAI / IRANSPORTATION
I b
VILLAGE CENTER . BUILDING UD''
F & G Job No. 452.22July 25, 1974
PROiIECT DATA SHEEI
GEN ERAL :
Deve'l oper:Architect:Structural Engi neer:
Mechanical Engineer:
El ectri cal Engi neer:
Soi 1s Engi neer:
BUI LDI NG DATA
Use
Condomi n i ums
Retai I
Garages
Number of Stories:
Fi re Zone:
Fl oor Area:
Condomi ni ums
Retai l
Garages
VAL UAT I ON
Fred Hi bberd, Jr.
Robert J. Harford, Designer
KKBNA, Consul ti ng Engi neers
Kal Zeff and As s oci ates , Ltd.
0ccupancL
H
F-2
F-'l
4
3
3.,od ' jo
Jod = 268
e.rr 3 : [35
Constructi on
Type I I
Type I I
Types II & IV-N
8709 S. F.
8630 S. F.
26,940 S.F.
8709 S. F @
8630 S.F.G
26,940 S.F.@
Permi t Fee:
Plan Check Fee:
$226 ,4 34. 00
l9B,490.00
484 ,920. 0o
$909 ,844. 00
$ 12e6.84
$ eqz. ss
$26.00
$2 3 .00
$18.00
VILLAGE CENTER - BUILDING "D''
F & G JOB m. 452,22
JULY 25, 1974
PART A
REVIEl,l FOR OCCUPANCY, TYPE OF CONSTRUCTION
AND EXIT REQUIREMENTS
Commentary as to Code compl iancep and supplemental observationsp is
as fol I ows:
ITEM A.I
0n Sheets G-5A, G-6A, G-7A and G-8A the windows on the southside between column Lines G and J2 are to have wire glass in
wood frames as per conference agreement with the Building0fficial on July 1'l , 1974.
ITEM A-3
Hardware for Pe'l la windows used in bedroom units on Sheets
G-7A and G-8A is to be modified to provide clear exit opening
as requ'ired under Sec. .|304 as modified by Town of Vail
Amendment Chart.
The structure consists of two build'i ngs as follows:
A. Four-story bujlding of Type II construction hav'ing twolevels of parking (partial'ly below grade), one 'level ofretail space and a top level of condominiums.
B. Separated from above bui'lding by four-hour firewalls isa two-level parking structure, one level totally below
grade and the other Ievel below grade on two sides. This
bu'ilding is not fireproofed and hence is of Type IV-N
cons tructi on.
Building areas are in compliance with Sec. 505 and Table 5-c.
Mixed occupancy ratio is in compliance with Sec. 503-a by
vi rtue of fi rewal I creati ng two separate bui l di ngs.
ITEM A-2
0n Landscape Plan A grade at Stair No. 2 is shown as8.|63r-0". 0n Sheet G-llA top of wall at stairwell is
shown to be 8164'-0". ttandrii I around stai rwel Irequired at 42 inches above grade per Sec. 1716.
B. Similar requirement appears applicable at areawell forexterior stair to Lower Parkjng Level as shown on Sheet
G-4A as revised July 11, 1974.
ITEM 4.5
ITEM 4.4
A.
As shown onwall at edge
above grade.
ITEM A-6
ITEM 4.8
Sheet G-6 and Detail 6of landscaped parking
Per Sec. 1716 heiqht
, Sheet G-12 protective
area roof is 36 inchesof 42 inches is required.
0n Sheet G-6A at Entry Door No. 7 there is a differentia'lof l'-7 1/2" between interior floor e'l evat'i on and fin jsh
grade of exterior wa'lk. Stairs wil I be required. As shownon Sheet G-6 and by Detail 0 on Sheet G-12, space betweenbuilding f ine and curb wall may be insufficient to accommo-date both outsw'i ng doors and required stairs. Door No. 7should be recessed to provide required space or c'l arification
detai 1 provi ded.
ITEM A.7
l.lith reference to railing details on Sheet G-l2A:
A. Bottom openi ng at rai l s i s shown to be l2 i nches.Sec. l7l6 opening shall not exceed 9 inches.
B.
Per
Rail Section UL-l is shown to have wall anchors. 0n
Sheet G-5A possible stub walls are shown at recessedentry edge; however these walls are not shown on Sheet
G-5 structural draw'i ng. Ei ther stub wal'l s or handrai I sare required at open edge of entryway.
0ne Sheet G-'l1A:
A. Handrails for stairways have not been detailed. Must
comply wi th Sec. l7l6 and Sec. 3305-i.
garage stair at ramp does not
End returns not shown and 6-
bottom not provided.
B. Handrail shown for lower
comply wi th Sec. 3305-i.inch extensions top and
ITEM A.9
Roof pitch is not given -- sca'l es 2.5 to 12. No roof accessshown. Under Sec. 3305-n as amended by Ordinance No. 5 (1974)
Town of Vai1, a steel 'ladder from top floor to roof is re-quired for four-story buildings if roof pitch is less than 4to '12. Location subject to approval of the Fire Chief.
I TEM A.'I O
Stalrways at east and west ends of building provide requined
egress from the condominium level. Spiral stairway shown on
Sheets G-5A and G-7A is permitted as an ornamental stairway
and is not to be construed as an exit -- as duly noted on
Sheet G-5A. Therefore the exit 'light at this stair, as shown
on Sheet G-78 shou'ld be removed.
ITEM A.I I
Ionization detectors have been shown on Sheets G-7A and G-84.
Location subject to approva'l of the Fire Chief.
ITEM A.'I 2
Wi th reference to exi t I'ighti ng:
A. Exit light at Sta'irway Door 53 as shown on Sheet G-8E
i s not vi si bl e from the corri dor.
B. Exit f ight at Stairway Door I as shown on Sheet G-7E isnot vi s i bl e from the corri dor.
D. 0n Sheet G-5A the ex'it light at Sta'irway Door I is notvisible from the corridor.
E. 0n Sheets G-4A and G-3A exit lights should be providedfor two points of egress.
F. 0ne Sheet G-3A exit light at Door 2 should be on exteriorat Stai rwel I .
C. As evident on Sheet G-7E, the offset in the corridor
between the condominium wings prevents the exit lights
from being visible for a'l ternate routes of egress.Directional liqhts should be added in the offset area.
G. 0n Sheet G-2A exit lights should be provided at Stair No.2 and at door to stair in areawell.
H. 0n Sheet G-lA exit light should be provided at ramp entry.
ITEM A.I3
Four-story portion
per Table l7-A for of building must provide fire-resistance
Type II construction throughout:
A.
B.
0n Sheet G-8A the detail of boxed bar jo'ists does not
appear to provide required 2-hour protection.
The Designer has stated that briwill be boxed in similar manner,vided to show how this is to berod bridgi ng.
dg'i ng f or above bar joi stsDetail should be pro-
accompl i s hed for hori zontal
C. At the south side of the building a portion of the wall is
required to have protected openings as determined in the
conference of July 'l I, 1974. Per Sec. 1903-a, Exception 3,
two-hour fire resistive exterior wa'l ls are required in thisarea. hJall details as shown on Sheet G-l0A and scheduled
on Sheet G-16A do not provide this protection.
n Two-hour floor-ceiling assembly'in 1levels must extend beyond upper builside to, and including, steel beamsDetails of beam fireproofing and ce'i
be s hown .
olver and upper parking
d'ing 'li ne at the eastat Column Line K.Iing term'ination should
ITEM A-I4
Detai I shoul d be provided
and for moisture-proofinging level at balconies for
Sheet G-.|3.
ITEM A-15
for termination ofat edge of ceiling
con d'i ti on s hown i n
f i re-rated cei I'ingat the upper park-
Section B on
Percentage coverage of wood veneer of second story above gradeto be revised in accordance with notation on Sheet G-9A.
ITEM A.I 6
Provisions for wet and dry standpipes are covered by notation
only on Sheet G-7M. Comp'l iance cannot be checked.
ITEM A-I7
ons as shown on Sheets G-3A and G-4A are erected'nkler system will be required for the upper park-
fire department access js maintained as per Sec.
If future partiti
an automatic spri
'i ng 'l evel unl ess
3802-a-.|.
ITEM A-18
A. Automatic sprinkler system is required for refuse chutes
and trash room as per 5ec. 3802-a-7.
B. Trash chute doors shall be rated as per 5ec. 1706-b for l-
I /2 hour protection.
C. We understand the trash chute serving the condominium'l eve'lwill be a prefabricated unit vented through the roof. Thetrash chute serving the commercial level is actually a one-story shaft extension of the trash room below. Requirementfor venting subject to ru'ling of the Building 0fficial.
ITEM A.I9
l'lith reference to Trash Receptor details on Sheet G-13A:
A. Plan view is not consistent with e'l evations. "Shoulders"of trash room adjacent to chute opening extend above side-
walk.
B. Chute opening is unprotected. Handrails required at
"shoulders" as per Sec. l7'l 6.
ITEM A-20
Toilet exhaust fans have not been shown. Five air changes per
hour are required under Sec. I305-a, Paragraph 3.
ITEM A.2I
l.|jth reference to garage exhaust venti I ation systems:
A. Duct drops to floor should be provided with physical pro-
tecti on from vehi cul ar damage.
B. Ducts penetrating boiler room walls as shown on Sheet G-lA
as revised July 11, 1974 should have fire dampers at wallpenetrations.
C. Bottom of exhaust fans on Sheets G-lA and G-2A are only about
4r-0rr above floor. Physica'l protection should be provided.
D. Exhaust ventilation of lower Ievel has been checked and foundin compl'iance with Sec. I105, Paragraph 2.
E. Per the definition of Sec. ll09-b, the upper parking leve'l is
classed as open parking garage and ventilation is not required
under Sec. ll09-k. If future partitions indicated on Sheets
G-3A and G-4A are erected, an exhaust ventilation system asper Sec. 1105, Paragraph 2, must be'provided.
ITEM A-22
0n Sheet G-4A as revised July l'1, 1974, a three-fourths hourrated personnel door shou'ld be provided in the opening fromthe garage to the areawell stairway.
VI LLAGE CENTER
F & G JOB
JULY 25,
PART B
. BUILDING ''D''
N0. 452.22
197 4
REVI El,|
Commentary as to
i s as fol I ows:
ITEM B-I
Notati ons rel atidated July '15, lthis report.
ITEM B-2
FOR COMPLIANCE I.IITH ENGINEERING REGULATIONS
Code Comp'l iance, and supplemental observations,
ve to foundations as set forth in our 'l etter
974 are hereby incorporated as a part of
0n
Col
on
for
ITEM B-3
No provisions are
combustion air.
Chapter 6 of the
ITEM B-4
shown on the drawi
Combustion air open
Uni form Mechani cal
Level on
shown as
wi th wal'ls
ngs for boiler roont'ings should comp'ly with
Code.
Sheet G-4 c'losure of openings at
umn Line I between Co'l umns Hl andSheet G-4A, as rev'ised July I I , 'l
exterior stairwe'l I to the Lower
Upper Parki ng
N should be
974; together
Parki ng Level
No drainage system has been shown for the garage areas.
Requ'ined sand and grease trap has not been shown.
ITEM B-5
No routi
unheated
as wel I
ITEM B-6
ng of water and draigarage area. Heatas physica'l protecti
nqge lines has been shown in the
tape protection may be required
on from vehicles.
The upper tiers of the steel building frame have tensionX-bracing of f ight plates and straps. The size of these
members do not appear to be in compliance with Sect4on 2705-dunless the members are connected and latera'l ly stayed by
each stee'l stud. Intent should be cl arified.
Speci al i nspecti ons asstructl on Requi rements
B-8
per the Town of, shall be provi
Vail, Special Con-
ded.
In the parking areas electrical outlets. shall be a minimumof 18 inches above the floor in compliance with Sectlon 5Slof the Nati ona'l El ectri cal Code.
Boiler insta'l'lation shall be in compliance with Section 1108,
Paragraph 3.
t
8.&*nrcr8ee
goii & Foundation
Ingineering
FEPORT OF CONCF.5TE FiEj.p T;STS & COtvJpRESSTvE STR:EIIGTH
$zq
1033 South Frontege Road l{est
P.O. Box 1944
VaLl, Colorado 8L657
4OIO HARBOR PLACE. COLOEADO SPRINGS. COLOFABO 8GIi7
303/ 5967647
Cr':rtra ctcr:
Dr.\i6,..f.
Loce:io:r of Pour in
r 2 t i:,.e..Il ircx. j,llj
--.i'n--rotr'i On:.,:i-:-- n *
Structure
Lab. Iio.
fTruck ido. L'l No vCI015ll__ cu .ycis . p.t aced_I 5+ _ rine *ii*i@Ticket
Conc:'e ie
Slump J
Vol. of
\fitei Cemeli Ratio Gal,/Sack rr ACcied @ Plant i. . IcbAdddd@Plant i .@
A.ic':i:li:rre: AEA Cenent Conteni ?GY
Coerse Aggregate
DesiEn by.,e Aggregaierr .Acgreaat
z/o
.] i-j: -1.'-!
j ,,-r --i
Drilled Cores
c 12-64
Teets at Dg
ini.ica,ies
1'4o.7'':-lr-i:i -'
/z:-/ru 8:ff/z'x ,721/iL rx/zi/'iL+
Di:renslons inches - Std,5 x 12 Cyl ,,..- '-! +,.r .-- e^>-c'r. gii
Specinen'.,Vt. I.bs. ESSD/0.1953 >ir -nn 'z?;45
feight FCF BSSD _i.'^ -!4t. I
'i t.' '
Area Sq. Inches - StC CyI 28.27 27
Tct:i Lcad Lbs.EZZCO 8lCOO 9830c :-2Cr;lJ ' -rt, ,1 J
iri'pe cf 0) (2) {3)lFrac:u;: Diag . Cone Vert.I She:r Solit t ,"t I at FII:J
nt'] Ii:--i
i--lLJ
I
!\'ioh -th - A.+ir.a I PqI f:'iA-AA 2col Uo.r :oi..-.3,--,:- EoF,ri DSI Specified,_Zav-1v..:..t|\vYv.j000 lo00 :;o00 :;AiC '0G0
iena:](s ) it-L.j-rrr-i-i_
Tested ity:
=j.1r:.i :,i';a;- .:'l :r:"r-,r91 4::j rJffi
Salnpled By:
-
'14-'z-.;-.Sigred By i
/ ./i/-44
,F RU JUL 31 1974Frasier & Or'ngery, lnc.
C O N S U LTI AI G T IV Gl IV E E R 5
2840 SOUTH VALLEJO STREET
ENGLEWOOD, COLORADO 80] 10
TEtEPHONE 303 761-4860
July 23, 1974
Mr. Jerry AldrichChief Building Official
Town of VailP. O. Box 100Vail, Colorado 81657
STATEMENT
Job No.452.19 - Plan Check - Village Center - B1dg. C
Fixed Fee Due
a
Ak fo Pr.1 Tt{nr
Auour.sa *?J-v
$ 733.8r.
fNTEREST at the rate o! lo/o per month of the unpaid balance.Accounts not paid within 30 days from date of statement wilt be charged
/a /'/
SPEC IAL INSPECT I ON REPORT
TOWN OF VA IL
nil. JuL26p?4
I NsPEcToR "62^ /lleiea-PROJ ECT NAME
DATE i LOCAT ION APPROVED I CORRECT IONS REQU IRED
\, UI\U KE I E :
-,2t... l-Et rw\ A'-l
l,4AS0NRY:
5TF t-: L" :
&4, t..,,t',. t. pErz+t
PRECAST:
0THER: Soecif v
ADD IT IONAL REMARKS:
O fz' Jt'+*-"i
'ra'F -/zt bat b
(Art > F.-rL FQ E --t-
/c/-l
ED Fta t4- i
PROJECT NAME,/*,- T/,,,&e (iEFTElv twseeno@
SPECIAL INSPECTION REPORT
TOV,IN OF VA IL
tt Jt[22t^?4
CORREC NS REQU IRED
tp Fs
CCNCRETE:
36 L/.4r-t 2*atYt
4 fttl / tt 1t-"4 Ft-t -n
t E-EPI A.tt He /,/eq-/i
! F/-tzt- 4 t/l .
"i 1! " 1, J' 1.'.4 L4 i:.' i.
7i:, f,:;"':::!,1
f k' l7; P+a t't'ltr' as
5TF.EL:
6F 4E Far47-
A * *-f, tr SfEti L .:
727 sl I f 119'r /a,/-zz-
Fr t f e'e,4/et!& lv'
it fi-i. r Sr t)11412tr-L/+rtit4t E
OTHER:
ADDITIONAL REMARKS:
Frtier & Eingery, lnc.
CQ^/SULTING ElVGIIVEER S
2840 SOUTH VALLEJO STREET
ENGLEWOOq COLORADO 80110
TELEPHONE 303 76t-4860
Mr. Jerry Aldrich
Chief Building Official
Town of VailP. O. Box 100
Vail , Colorado 816 5 7
Very truly yours,
FMSIER € GINGERY, INC.
Knud 0. Rasnussen, P.E.Project Manager
July 15, L974
Re: Village Center Building "DrlF 6 G Job No, 452,22
Dear Jerry:
We have reviewed the structural calculations and drawings for thefoundations of the subject project and find that they are in
compliance with the code with the following exception:
As shown in Sectj.ons A, B and C on Sheet G11, required42 inch frost protection has not been provided forfootiqgs in the unheated garage. Bottom of all footingsshould be 42 inches ninirnun fron the top of floor slabl
Footings should be added near col-umn 3-J2 and Z-JZ for wa11ssupporting fire door.
We understand foundation section shown on Sheet G13 will
be rnodified by addition of a stub wal-l- to retain earthfron the driveway shoulder and to provide a curb toprevent drainage onto the garage slab
With above nodifications, we reconrnend issuance of a foundationperrnit for V.i11age Center, Building [D',.
KOR/gb
cc: Mr. Fred Hibberd
ctvlt ENGTNEERING / tAND suRVEytNG / STORM DRA,INAGT I srRucruRAr. I / WATER & SANTTATTON
RrL ocT 1 1974
L033 Soutb Froutage Road West
P.O. Box 1944
Vei1, Colorado 81657
4olo HABaon pLAci. coloffAoo spstrvos. coLosroo s@1?
w31596'7el'7
FiE,F.CFIT CF CC]:JCF.TTi F:':D :;STS & C3\{PI!SS!\E STRENGTT{
Eibberd Constructi.on Co.
Vil-lage Cen
Siructure Line 2 Pad B. g. D. E.
Ti.cket I'io. VOOI92] Cu.Yds. Piacei 8
T'1-r-.-GE!-rBd- -'f ^!. L:..
J \J!' -\ !. .
Lab. i.::.
i n^*a r'^Mountair Mobile
-Time
ilrne
ldixed z: z? po -Arrived--}ip gE *
Vol . of Loaci Gei,/l.c,ai -
.i'a:a: idciee rg ?ia::tglc:
(Geli
Oeneni Coni.en'. ?CY
. Cca:'se Aggregaie
F:ne Aggregaie
10
It
lri.ilei Ccres Age - lait io. of Specioea No.
at davs of aec.'
IET-7 L82-?l_8F
8/23/?4 8/z>/z+I /3o/7 t+- -- l-' ^ t't - l.-.
-',/ (- '1 / -,,/ ,'
lDi-,:rsicns inches - St{i 6 x i2 Cvl std std std i
l€3j=er)'.lti. L^.s. =lsl,/o.1S63. CF 27.75 2?.89 27.80 J<J . :- ,w L:,).:'.
t\ve:grt !'CF SSSI r41.]r42.0 I*.ac9 :1t
i;=e Sq. l::ches - Stc Cr'l 2t.27 28.2?-rO :^6 Ice..( | )A 2n: L\J.L.
Total i reci Lbs.53000 65no E5200 (1t:/'r'^'1 r\:-/.\^a i -' a1n^nI\.r ,\JW\. --tJ L,v\-
i!i'.a: ci (!) (2i {3)
lFr= c:u--.: Diag . Ceiie !,ert.I Si,ear Sslit t il r-rlr It=J
r--: I :--:.. : : :l" i '1
!-
I
la.----.r-l.Jr-c.;;L.r - ACiuai :-.Ji Ui5-ob 2226 22t+6
Sire :.;:: Fsq'd. PSi S;-,cciiled o a8 ]ooo ,ooo i ;000 toool;cor, ,:;3i?
SanpleriL. Lechner
I
€.&.ffiFcr€
..1 t t t,..1
ocT 1 1974
RoaC -festRU
Soi! & Foundaticn
Engineering
1C33 South Frontage
P.O. Box 1944
Vail, Colorado 81657
4O1O HAFIBOR PLACE, COLOBADO SPFINGS. COLORAOO 8@i7
303/ 59+7647
RiPCRI CF CC}}.ICI'Ti i:IiD T:9?S & CCi'.1P.".ESSI:,T STi:}:G?!{
IiSTI,l ),1i!ECDS Il{DiCATED
.C:.r::ac:.-:.: Hibberd consiructionisgny__ |
Ii>. -:-nt. \I:i-l lli'l l qca C.ornioF - iI
,- n .,!-4,:r- i.,'",'.- ,.., _ i
. -- :e::3:. c: :ou:- 1n r::uc:ure -[ ooEers I\ . lrlal-l 1! lo ]..,,iS. wall encl eorner irom ffi
i::-.rci: N:. l-5.',--, Ticket f.i".-Y!9f90!-- Cu.Ydi.Placed
jcb li,: 10i-i .: * .
Leb. l,:. 10i-i-( r-75-130)
Conc. Co. l'louatain l'4obiLe
T:rne lvtix+c 2:\i pm
1 i ne arrlv:t__j_40.__pg_!c
of Samplsff'j L ab. &il
_ \, Jl-oc.: (; i !-6r;Concreie Tenp" Zzed,-iir renp. ?59F
Slunp ?tl ' Wt. o{ iresh Conc. PCF 1r,t, i,
o 13 8-e-? .
Con'.eni
Gai,/Loa:
c 331-i;?
Gal./Sack
.-Ssecs,
Dnp
.liii.leci. C.3:es
. l"-
Tests. at
r+4. o rr+u . c r /;n r
28.27 )r. >,1C.
0000
'l,i_!
00
000
T-ti] it* t
nil
,-iDeie Tes:ci
.-. - .10L.:1:
- Std 6 x i2 C-vl
:ssD/,O. !! 53 ci
e''l 26.2?
.nl^ r -
1L0.0
.c.11
O\JU U
rl-L---'
ta\
Cor-ra
d? 1
Veri.
:-tel ii
'.JJ5-Ctr
S -.= z- ' rr a;:)/ )1
G. l4anzari Sarpled By: L.Lechf;lFed
rNsPEc;.,N
TOWN OF
r> ', ,,, I / ,"DATE I( \.".. /. r JoBNAME lt ,/;.-;',.,€ ._..i..-,rr-l*:. ,.*'_.
TIME RECEIVEP -'i! . , i-1, AM PM CALLER -T. Ig ..]..t^,
FIEOUEsiT
VAIL
f]orHen rr
L-I PARTIAL. LOCATION
READY FOR INSPECTION
WED fiURTUE
GOMMENTS:
APP ROV E D ! orsnerRovED ! nerNsPEcr
\J
XJ upol,r rHE FoLLowrNG GoRRECTIoNS:
COFRECTIONS
€"$crffiHr$ee
-Sci! & Founelsfion
Englneerirrg
i:ii'.'r.i i)l: ,lC:iCi.:ii; ;if:-l T;STS i COl.{Pl.tg5i',ii.
'
.., ncl 1ttt74nu uu
1033 Sor:th Frontage Road liest
P.O. tsox 1944
Vail, Coloredo 8L657
ioto HAneon pLAcE, coLoFAgg grnrr'rcs. coLoFrADc brr;7
3A31596-7647
at mh:- af /--rYr t I: - i\i :\ u i:--.
LSTITl ].1E!HODS iI{DICATED
-| \-!- \-,a a,':'-i^-! ^1
i.J-Lr49 , lr c-* -:
5-ur in Si:-ucture l';al I Iifra i.., cn noflllslZE ro il . south
Time L4ixei
TrcKei l';o- Y0Cl-545 Cu.Ycs. Pieced t:il Tinie
lil:-r-t ..'j- /
Conc. Co.
D:'e l._icJoe*. .,,,; .i;/9/,i +Time:2 :50 Cu:ing of Sarnp,. a .? r-A;,
alnna-tr_+e -,c;.-. ;, .I' ;i -a\. *. - t ji=:
ql,.F,r. _, .- lt. t, lrri--- "'Y----*-_ " !.
ie:T*,'Lab..' 6l--'i l*'!cist RocE
U dI-C O
iFa-- a eO.,r
of l:esh Conc. PCF__j.JI^Z__- _ A:r
c 138-63
Vol . cl Loaci aj c',,/!ruc'..4rt<ue t,/ Loe o
ia:-,,erii Reiic Gai,/Sack 'J,Iatsi l.idec fg PIai:: ;. Ic5
r1c r-ror i flnrianl
iC: l)
!- L-. r- /trr'
5 - "- _-J.l--_
i^- 1-
2-: Si:-' '
].Iir. '.'-,-C nrr n q Coerse AgqreEaie
lesigr: b-v
Drill e: Cc re s
' L- {/-i\!
Tests at
ina-i ca
e - Last- no. of $nnri-' e- -.^
_l a,r 'l-ru'-t,- _L L7O-'i
Dete TEsleC ,/ !o/ /!!.'oh6fi t'.8/zt/z+i/./ l!,>/ i / {.-
lD:::re:sic:is hches - Stc 5 x i2 Cyl sid !, -\- i(,o.
;Speci:,,:;: '.'r,'t, Lbs. :rSSD/'C.1963 CF 4C. UU 2^ n7 ?i -9,{-,
21 , C:'
i',\;eigiri ICI SSSIi i+2.. o 1 t,2 r;
-1.41'.-' /,; .-,
i:ea Sc - 'i rches .- Sic C'..1 2e .27 LC.1 28.'t'l >? :t t:-Q.,-i
?crel -:cc. Lbs..77ZAC 77OOO '1 G8.,ao .I "i,-,^
^ ;r:/!uv i
Tl'pe cf 0) (2) (3)
Fractu:e Diag. Core. \reit.Siear Solit il T_l
t_:l _ tr iiJr )
. r--l-!| '!L--='
lsr".q..l - -lctuat isi c39-as 27';\aTza ?,'t,
S:re:.1:1. i,ea'd. Pil Specr:ieC -26 J000 r.000 :CCC
Rani ::'. s *t ii ,rj n
Te€ted By: L.
''a-^-r:.-
o
8.&rmEe'€ee
Sell & Foundefion
ErglneerirrE
Fii'ofrT of cci:'icFlr; !'ilLD Tisrs a c(l:'ii'>f is'sJ\';r
Rlt ocr 1 1974
fu'est1033 South Frontage load
P.0. Box i944
!'ai1, Colorado 8i657
4O1O HAFtsOF PLACE, COL OFADO SPFINGS, COLOFIA'' 639,'7
303/ 596-7647
:.-i'-..'iirl;j
AST M l'1 i:TLIOLaS I l,lill CTiTEI)
o-c 0o Job li',-' /-.'l 'lLW t--L
iirdc< .'r c . il Ticke t lio . :./.00$.j!_ Cu . Yc s . P.i-a ceC_;1_ i.-i r,e trltel '/ :;tU
l,loiurec: , E/]/?t+
c sr*66
Time:_ E:l-0 Curlng of Sanp)efi, !-ib, &?--l iriojst*' 3!-65 ._
SIu:rc LT wi.of iresh Conc. PCF
C l'r tJ- €3
f.t! \J.,J! rr t !;L_-:a2l_-_. .. _..
C Z2;- :":
^..f-bEi,,'i:c?G
c 143-66
\.rol . of Load 7 __cy/Truci
\\'cie: l--c:;;:ert Raii.o Gei/Sack 'vy'ater Acideci € Pierir , ;c;s S.t-.a' ?j .
Air',:;:.r'-,rs: i.EA OZ/CY
?.'i'r l.l -. S nc r- q
Design k'y
Cenent Conter:t
Ccarse Aggregai:e
iL/tF!ne7-/t,tl
J/ "f
r (i9q :,sreqaie
iDriiled Ccres
L 4t-b4
Specinen:ro.101-l
Dite Te,slcC
-Sid 6xi2Cyl
Dacl /n 1o ae r*r'
-,r\rJ/ v. rJ \,rr \Jr
iieigtrl i'CLqSSD
Area Sc. i::cnes - Std CyI 28.27
Totrl :-:i:d Lbs.
- i.,asi no,nf A:.a n i '-c.nvf vwvv!!rvir
std Sto
I
t1)
Diag.
Shear
(2')
Corre
(3)
Vert.
S ol. rt
I
lSrenEth - Actual PSI C39-66
iir,-r,r j L Qe,.l'd pSI Scecified .-:c,
F.er,a:'.ks
-:-\r
*t
),i,O-a()
10.1-000 | irTcoo01.000
rCCO i '-,CCO
Tested By:-4.. Lechner Sanpled T. i. lieiersigted
!,'' 'l
lct- l
RlL AU6e1p74SPEC IAL INSPECT ION REPORT
_"LqwN 0F vAlL
INSPECTORPROJECT NAM (,t/4/ frlrrlZ*nt
DATE
'
LOCAT ION i APPROVID I CORRECT IONS REQU IRED
COI.ICRETE:
"Nu ,. t^ M cl rla*ni5loe
ttne Z P,aD 6,c,0,;
MASONRY :
5TI'i:1.:
1 :E-!frixti, Eec;teeaet
L'rU *r- ln ie
PRECAST:
OTHER: Specif
ADD IT I ONAL REMARKS :
8"&rer€ee
Soi[ & tqundction
EngIneerIng
F.IPOIiT OF CClr'CF.rTl Fil:-D T:STS & CC\4PP.f,SSI\4D STRi!{GTH
{rr,i'r'' ,
10.33 South Frontage Road h'e.s t
P.o. Box 1944
Vai1, Colorado 81657
4OIO HAFBOF PLAC€, COLORADO SPFtNGS, COLOfiADO 8(BT7
303/ 596-7647
. Sl,Ui;P Olitl
F.STlvt I.liTi{ODS I l'lD:C}.TED Ru OCT 1 874
Cclt:'ac:: r:
Drn ia n+-
-r.cceiio:r of Pour;,'all- Jl1 io itrg,
tTruck No.
bbe::ci ]ob Nr:.
i-ab. Iic.
t-01-.1
iol-1
Conc. Co.licr 'h Time lriixed
Ticket No.Cu.Yds . Piaced )5 Tirrre ArriveC
hii- vriia5e uen'Lei\
---"'Ee"-r.rl#F4-
in Struciure G:'ici L,ine Gl i.o
iooiingoil-r--'1..E1iiltr-Edil
De,re Mokiedt 9/6/74 _
Slump 11il Wt. of Fresh Conc. PCP
c i43-66 u l.'\ tr-cJ.
Vol. of Load__l_____:, __c-v/Truck .
Air Content
w zJi-aL
Gellload -
\l'ater Cemen'r. Ratio GallSack
ACniixiure: ,trEA '
Design by
'. \: C t,'
-qK./c _'
! J L-: '1
iit"gregaie_FCY
Drilleci Cores
Specimen No.
te Tested
iDinensicns inches -Std 6xI2Cyl
;Spe ci.rnen \ltt . Lbs .3SSD,/0.1963 CF
lweighr FcF BSSS
Tctal Load 1 i,r c
I
lS-cength - Actual PSI c39-56
S:reng:;: 3eq'd. PSI Specified
Re rn ark s
at 4:0O ha
Tested By:
SpIit
ti cl;ei shoi';ed road io be 2
Sanpled By:
4ee
rz.: c. \ iln:rhr,-ftrZ reba'uJ uo //f .
Fra ctu;e
(u
Diaq.
Sheai
(2)
Cone
(3)
Vert.ilir
i-,ll c'-l 1,'.1
Siped BY-:-77 ;:,..- ^-. -_ /1
sifl;*s#-RU ocr 1 1974
1033 South Frontage Roed Hesi
P.O. Box 1944' \,'aiL, Col-orado 81657
/tttl O HARBOF PLACE, COLOFADO SPnINGS. COLOcAOO ti'.rgi7
' 3031596-7647
;eg
5oi[ & FoundEfistt
Engineer[ng
ii'POFT OF CCi.JCF!T; F]T:-D TiSTS & CC\4PFiESSI\E STRE]'ic?l{
ASTI',f li{tTPiODg I I{DICAT;D
Cc:::ac:'-,:: lIr oberd- Cct-'s-"l.uci j.on Cot:lary | 1oU :tc .- (.r- -. _ .
Prcject:.I-ab. Iic . rol--l
Conc. Co. i'!o;.n-ta.'in l'iobil-eLccatio;l ci iour i^n Structure
Time l''lixeci
T:-rtck Nc.Ti'cket t'ro. VOO:e jl- Cu .Ycs . Placed :6 iinre i-rived L : O0
Dete lvlolCei: 6/5/74
c 3r-66
SJump
Curing of Sanple{l lrqb,_&n l'loist 3cc;:i
. v J l:Do
\r1trt. of Fresh Conc. PCF Air Conient
c !13-66 c 138-63
Vol . of LoaC Ge1./lcad
'\\';i.er Cerrer'. Raiio
Ainixiure: tJA 'oz/cY
\ILy- Nc.: Specs .
Design by
DriIIeC Cores
Specirnen l{o.
ate Tes'.ed
lDine:rsiens Jnches -Std 6x12Cyl
jSgecinen l.'v'i,, ibs.BSSD/1O.t963 CF
i,eight PcF Sssf
A-rea Sc. lnches -St<i Cyi 2.8.27
Total Loaci Lbs.
Ga1,/Sack Vfater Adcied @ Plant ,. lo5 Site
ar-- tl
- tL2q.l ,'r;3 i ''2-i S3:./Cr'.Cenent Content -' -' Pg\' 2-i S3:./C'.
. Coarse Aggregate_______39l -
J _...:
-
.._
iir-oe oit-"
i
r 15 cEure
lStrength - Actual PSI C39-66
S:renq:i. Req'C. PSI Specif
.l.enarils iruck re. cc;
tl)
Djag.
Shear
(2)
Cone
(3)
Vert.r-t
L_l
Tested By:
S oiit
Sanpled Signed BY:
Flrt
1033 South Frontege
P.O. Box 1944
. -Vailn Coiorado 6i657
4{tlo HAfiBoF PLACE. CO LOFADO SP6INGS, CO LOFAgO 8/€ i 7
303i 596-7n47
0cT
&oad
1 1974
L:es t
5si! & tounciction
Engineering
:: irr:l'r. r): /-ri,,ra-;t-T:- F;rr T1 .::cTa l: r-.,,1t..r D; rccT\rF c6i: \'!-6'r-..*rt_.
,Sta, t t*,")S tt-DI
Cons'ur";ci.i cn Con:icb lir-. .:.C,]-.i__ ,Lab. i.-.. le.-'--r-("i=,'.:-',(-?\
Conc. Co. iicuntal:: !'cb:-:e:-r.cel-io:; '-.: .'cu!- j.n Stlucture
/-^ r ^"\ | rJ-14: :, cc-ei_r:tJ .Tlme lriixeci z: l.Q ;r::t
iruci: Nc. i.L Ticket No . \r0O1ti0 Cu -YCs . Piacec!_ - I Tir.re Arrived_-d!5-:i___
D:te lr,'!o].c+c: L/Z/f +
c -r+3-66
Vol . of Load
Ii r- t]-c;''rr ((O;l
\\ri. of fresirGic. PCF t.i- a\^-.^-. '1 1 (:
,1ll V(JlrlYl:l. a-. 'i ,/=
v zi !- c:
Gai /i.oad -
c 138-63
c,7/Truck
\\':ier Ce ;:.e:rt iteiio Gai,/Sack Water Aicieci Gr Piani jcb Sjte 2'J
az/cY (Ge l;.Cemeni Conte:ii .?CY
. Coarse Aggregete
Desl.gn r.';"'
'J /4"-=:,
Drllleci Ccres
C 42-e,4
Specime- 1'o.l_0i-t-
Dste Tes-"ci
Dl:ie;rsrcr: :nches - Std 6 x 12 Cvl c+^5ic i e|J Sicr.
Specirrer -.'i't . Lbs . 3SSD/0 .19 63 CF
\i:eight i Cl 555.1.\
,i:ea Sq. I:cl:cs - Std Cyl ?8.27
Tctal Ll.ad i-::s.
.Ir ,5 ^.r fi1'5n t..!,
T1'pe oI
Fra crul,:
,r\tJ ,l
c'L ^ ---
(2)
Cone \iori
SDiit
S';engil: * Ac',.uaI PSI C3S-66
S.-!-; n. -: :'.' .irr'l DSI Snoni{iedr LJr |.JF's\-i:r!-\r ,;l;
Rlnarks -1.;; i'n;cr j'lc. -i:ri nte o. c oliisi Ce o
156-7 | i:g-r
iCiCCO
Tested i:y:a i .r.! I1 h.lF Saupled By: T. j, 1;s;sSigrred
€.'Srcr€ee
Soi[ & Foundcfion
F'Ertgmeeilng
if,POF.T OF CCI'JCi.IT; FII:D TISTS 6 CO\{I'RISSI\E S]Ri]':CTH
..t1a16 ) 4:'n-J/-,: !(- T r ':af .'r'I.;-T-\r.J l. rvJ l\.iiJ I lI\-r:JIJ .l -\ Lr: \,,r.1 :.:-/
o
FIUOCT 1
1033 South Frontage Road
P.O. tsox 1944
Vai1, Colorado 81657
4010 HAH30R PLACE. COLORADO SP6lN6S. CCLO6ADO 8@17
€74
Wes t
303/ s96.7647
C clt:a c:l : .
?. ^.i ....: .
i r l.'-r - i a.. . r
T.i r., r: i.lrrr v -.
:'-, ^t l\- ^
:cu:' :n Structure i;a.l-i E Li-ne to i I Line c:
Tni-l a,i in.'-
Lab. l'-,. :L'-,-i-( r.'_, -:Jfi ._
Conc. Co. i,or-r.::iaj.::. l-otr-ie
Time lu:ixeC r.:i1 t-.:::
Ticket No -VOO179c Cu -Ycs . Piaced !4 Tin,e ri-ived
D:'re Me];e a/!/74
G 3i-66Concre;e 'i'ei:p. -ti"r', t-i:
S.lump \Art.
U l-:J -O O
Time::511 :::: Curirg of Sanplefr, I-a:. &l--l' t:J' 'rL.. Jl:OO
PCF__J-!:..1__ Air Conlent
c 138-63
Ge i /ioai
I..4oist i:cc=
ri ; al'-
1'eap. cl-orr
of Fresh Conc.
\- /-J:-cj
Vol .ofLoad 9 ,. c,t/Tiuc?.
\\'5'!er .*,€i: c::i Relio Gel,/Sack wate:Added @Plan:-' - lcb
Ainixiu:-:: .AEA
'\beilOz/CY Ce:ieni Contei::
Specs . 5:, Sac:-'Coerse Agg;:ega:e I-L I
Design 11'
Driilei Cores
1l1-pe cf;-
i I Ia CIUI'i'
i
c 42-64 .TeFts at Dayg3eg - Laet ac.
.: .^.- -' a ^ + ^ r- .! /\.\ r-
, S ro r-i :-'c.-'!''...'rrv!-!Ll,.r.-r. r\v:t-0i-t-
;-';iJ3Ie 1€ S -,e fi
;Dinens:crs Inches - Std 6 x 12 Cvl
I
,Si.eci"'.E:: 'ri i, L;s . BSSD/iO . i9 63 CF
1\ireiEhr. iCF 3553
lirea So. i:rche s - Std CyI 28.27
000
(ri
T\.' - -lJiov .
Shear
(2)
Cone
(3)
Vert.Solit
r-?i ril rii -.1_ I
<o.11
..J.i-
1rb00C)
', !1:-' 'r
rc00
I
iS';ergll-r - irctuai PSi C39-55
i:r;.trr-'' Sorr'ri PST Snnci{ied ..1r:.
,icnerkr.
i
I .+.- c u
Tested !.:r: C.Sarapled G. i.:a-nz.a.::j Sigaed.
c,5i I
t--.*u--:*-
# ntt 1 1e74
1033 South Frolrca8,e Rcad iiest
P.0. Box 1944
\:ai1, Colcraio 87657
401o HAREOR PLACE, COLOfrADO SPFi|\GS. COLORATJC 6C917i[ & FssndEtiott
Etrgitieering
i
I
; i: C,r e Ci:
3(Bl 596-7,64'l
:.IPOF:T Oi CC!.jCi.!T; iillD TISTS & CCh{Pr:lSSi',lE S:'iII':GTH
liSTll I"liT"rlOtS I:{DICATEI)
t,rF, a.';
-! ii--r- - -- f - ' F r r^\T:Fr I iair-l-i .'---r-,{)I
n rnnF. l.J iwe,i 1:-t,L
-",t.c-Trme lg!''ric" 1 ::lr.O
i -r', n l- i n-r ln'rr^, = ;1rr
-^ i: ^.^ -t-.
D::e L4ojieC: i /?_q/'71'.Time:
G 3l-66 t\|ln11nz'a;o lTl o*.:.n ?-r "il 4i r- fro:.-n j)"'',. -I
-1Slunp_ji_-_Wt. of Fresh Conc. PCP
c 14,3-66 c i38-63
Vol . of Load
Cu:-:ngi of Sampiefi =qb;S! l.,4.otst Rcon
t.. 5I:Do '
Conient
Gai./lo=d
c 231-62
c.
\\'.
I'1i
AL}{:r!
c.
by
i!x:
li.
ign
lx
Ce n're::i la'.io Gal,/Sa ck -rvater Ldcieci @ ?ie;-,t_-r-__ I cb ]C
Cement Conteni 5} .
Coarse Aggregete ?CY
Fine Aggregeie ,PCY :
Oz/CY
t-uc J /
:'L/ I
lDri.ijei Cores
w +t-o+
rSpeciaen !'lo.tol-1
lD3te Tesied
:Di;easions inches - Std 6 x i2 CvI
I
iSiecinen \\:t. L5s. BSSD/0.]963 CF
i\i'eight ?CP BSSD
':,:ea Sq. i:iches - Std Cyi 28.27
Tctal Loeci Lbs.
- IJq'D I,nf {rroni--lar,
-n
I.'rr,a\ i l a.a:r-,^a\\J\-'(l r - \-'L \- -,\J
1?1'pe cf
! Fra .t.re
I
tlttr,
D:.ag'.
Shear
(2)
Cone
(3)
Vert.
S o] it
t-:tt! tl__-
l
lS:reng:.h - Actuai PSI C39-66
i.!-.n^.:. Qt5n,.i pST snnriiicd :. -,,,-" "eY " '
Rerrark.s *j'io l-isi br e e:l'ce:'-i o
'-.\a a-
Te6ted (\ i .:. =,',.t ,: :, -ni Sampled l.ialz€tL Signed
l-0 CO rn
/t/-lI
SPECIAL INSPECTION REPORT
INSPECTOR
FIJ: AU8 21974
Gt^ filereB-
G,+tz{ /YlnP>eal
PROJ ECT N
CORRECT IONS REQU
CONCRETE:
L-l Lt.Jed^J '4Lt^',
'"*Lu 4 t- ,ua t1 'F-'L iN E
MASOTiRY :
3TF-EL:
$dd z:|x'P7l E P- t-f
Klr,t 9rE rt ral €
PRECAST:
0THER: SPec i f
ADD IT IONAL REMARKS:
a o
- *Cl roJ e '{,,,J1,Ls.F.l .n n
lif Au0 z lc74
t' .'t-*
E^,tJ '.'^J o At lJd-*ol l* 7 r t.q e
r'Jrrtr/
U-,d L,,uo )( b P on\- Ltne4
0.' l-,-. f f-,-^ L,n. d n L,.,^.3
/, | .\(J,/ 1o,r" Tof o{ {oo*,,.y {-** ft4?.o., fo (trz""
Q-t 7--,{c.*' {-*- (-I* d,"'*.o3. /v,sro// p" fhtc-K
6'/y'-. f "'.-* t=-s,*la-'l r,r-- {,* * [-lo"*t ( d'sr .-t-. e: '+
/!-I
4>" r-s,Jo ,f f,'{,y l, f ,
A* 4 p.-o1e.f flo,- St"L {-* J.r=--,-q" /,tste//
. (?. L' o- >^ a:t o v q.r $ |/ -o {or^ ,,{' 5ta L
-- r'
l7" Cn-c
uJrtl
Va-,c - g/5)'4" -to 8t5Z't"
{tev.
gt,5lu"I v- a-t.a*.-^_
Ii
NI
I
I
v
1 .. a.LM
tVo 'S P".L "-
@ z+" og
/J$
Frg
l)'W
'rr*rr1 Grhsuy, rnc.
CO
2840 SOUTH YALLEJO STREET
Et'tat EWooO, COL ORA DO 801 IO
TELEPHO^(E 303 761-4860
Town of VailP. O. Box 100Vail, Colorado 81657
Attention: Mr. Jerry AldrichChief nuitding oiticiar
STATEMENT - Billing period Jr.Ly ZS, L9T4
:r qrF
August 22, 1974
August 22, L974
r ? rg74
Job No. 452.22 illage - Plan Check
thru
Center
DUE :$i84:2 .:g s
I
I
I
1
i
. FIXED FEE
ak la P^rl
A*o**1.
trl.AI T_YT '
t HR o-c.-o:'*..-*
\} r? 5ep z1
{ccount! not Pald within $ days from date ot statement will be charged INTEREST at the rate ol 196. p6r month ot the unpaid balancr,
'a-."-;l
Frascr & Eingery, lnc.
C O N S U LTl TV G E IV G I TV E EFI S
2840 SOUTH VALLEJO STREET
ENGLEWOOq COL ORADO 801 10
TELEPHONE 303 /61-4860
August'19, 1974
Mr. Jerry AldrichChief Building 0fficial
Town of Vai IP.0. Box 100
Vai I , Col orado 81657
Re:r"Village cente") euilding "D'l: pl
'-Rev-iEil-b"f'Rssfbl"s e to p rEffiffa ryF & c Job No. 452.22
fft Au6 21 ts?A
an Check
Report
Dear Jerry;
l'le have reviewed the response of Hibberd Construction
Company dated August 1, 1974 together with Detai.l
.!qawings G1.1A and G'l3B as received August .|5, 1914.l,lith reference to our Preliminary Report, dated ,July
26 , 197 4, we fi nd as fol I ows :
ITEM A-I
As stated.
ITEM A-2
Statemen.t is f or compl iance.
ITEM A.3
No response.
ITEM A.4A
Statement
ITEM A.48
Statement
for compl i ance.
is for compliance.
'ts
ITEM 4.5
Statement is for compliance.
ctvtt ENGTNEER|NG / LAND suRVEytNG I sloRr* DRA|NAGI / STnuctunA[ / TRANSPOTTAT|ON / Urn & SANttATtON
'r-i o
Mr. Jerry Aldrich
August 19, 1974
Page 2
ITTM A-6
Drawing G-6A has been revised to show recessed door
and stair; however, curb as shown in Detail 0 on
Sheet Gl2 should be returned along each side of wa'lk toprovi de checkwal I between grade and si dewal k from topof stair to curb line.
ITEM A- 7A
Statement i s for compl i ance. As detai I ed on Sheet G-138
dated August .|4, 1974.
ITEM A-7B
In compliance.
ITEM A.8A
Note added to Drawing G-llA is in compliance, dated
August .|4, -1974.
ITEM A-88
Revised details;. dated August '14, 1974, on Sheet G-llAare in compliance.
ITEM A-9
Statement is for compljance.
ITEM A-IO
Statement is for compliance. Drawing not revised.
ITEM A.I1
As s tated.
ITEM 4.12A
Drawing G-8E changed for compliance.
ITEM A.I3B
Drawing G-7E changed for compljance.
ITEM A.I2C
Drawing G-7E changed for partial compliance. Balance of
i ntent to comply stated i n response to I tem A-10.
o
Mr. Jerry Aldrich
Augus t l9 , 197 4
Page 3
ITEM A-'r3p
Statement is for compliance.
ITELS A-12E, A-12F, A-l2G and A-l2H
Statements are for compliance,
rTEM A-rgA
In compliance per detail on Drawing G-13B.
ITEM A.I38
In compliance per detai'l on Drawing G-138.
ITElit A- l 3C
Notation and detail on Drawing G-l3B in compliance..
rTEM A-l39
Statement i s for comp'l i ance. Condi ti on detai I ed at garage
door lintel on Drawing G-l3B is correct on'ly in center bay.In exterior bays west beam must be fi reproofed and cei ling
system extended to beam.
I TEM A-'I 4
In compliance per balcony detail on Drawing G-138.
ITEM A-I5
No response.
ITEM A.I6
As stated.
ITEM A- I7
As stated.
I TEMS A-'l 8A an d A-'l BB
S ta temen t i s for comp I i an ce.
ITEM A.I8C
Subject to ruling of the Building 0fficial as stated.
,o
Mr. Jerry Aldrich
August 19, 1974
Page 4
ITEMS A-l9A and A-l9B
In compliance per Detai'ls on Drawing G-13B.
iTEM A-20
Fan capacfty stated is in comp'l iance. Fans not shown on
mechani cal sheets.
rlEM A-2rA
Statement is for compliance. No details shown.
ITEM A-2I B
Requirement deleted by revised duct layout on Drawing G-lA.
ITE}4 A-2I C
Statement is for compliance.
ITE14 A.2ID
As stated.
-ITEM A- 2'I E
As stated.
ITEM A.22
Statement is for compliance.
ITEM B.I
As s tated .
ITEM B-2
In compl i ancer
ITEM B-3
f$oted on revised Sheet Gl. May require areawell.
ITEM B-4
Shown on revised Sheets Gl and G2.
ITEM 8.5
As stated.
Mr. Jerry Aldrich
Augus t l9 , 197 4
Page 5
I TEM B':6
Detailed on Sheet G-.|38.
ITEM B-7
As requ i red
As stated
ITEM g-8
Statement 'i s f or comp'l i ance.
Note that throughout the above commentary the term "Statementis for compliance" is construed to mean that performance will
be carried out as stated in Hibberd Construction Companyrsletter of August 1, 1974 and that the agreements and con-
currences arrived at in conference with you are as stated.
Since the drawings have not been revised for some of the
stated intents to comply and since no formal addendums areto be issued since the designer and the contractor arethe
same entity, the burden of assuring stated compliance will
fal I on your i nspection forces.
Very truly yoursr
FRASIER &G INGERY , INC.
Knud 0. Rasmussen,
Project Manager
K0Rdw
cc: Fred Hibberd
P.
Fraser & Grhgcry, lnc.
C O AI 5 U LTI IV G E IV G IIV E EF S
2840 SOUTH VALLEJO STREET
€NGL€wooq coLoRADO 801 10
TELEPHONE 303 76T.4860
rqtrld .!]1j1,301q71
July 26, 1974
Mr. Jerry AldrichChief Bujlding 0fficia'l
Town of Vai IP.0. Box .l00
Vaj I , Col orado 8.|657
Re: Village--Cen.t.er
Pl an Check for
Uni f orm Bui I
Job No. 452.22
Dear Mr. Al dri ch :
- Buildins (Dji
Compl i ance wi th
di ng Code
In accordance with your request the p'l ans and specifica-tions for the subject project, as dated ltay 24 and July ll1974, have been checked for compl i ance wi th the Uni formBuilding Code, 1973 Edition.
I.{e enclose herewith the followinq:
Project Data Sheet - General Bui I ding Data
Prel iminary Report
Part A - Review for 0ccupancy, Type of
Cons truct i on an d Ex i t Req u i remen ts .
Part B - Review for Comp'l iance with Engineering
Regul ations.
, we have transmi tted marked up pl ans
al I the Code vi ol ations ci ted. I'lepl an check as soon as we recei ve the
If you have any questions r please contact us at any time.
Very truly yours,
FRASIER & GINGERY, ]NC.
K0 Rdw
cc: Fred Hibberd, Jr.
Under separate cover
showing iocati'on of
wi I I make our fi nalcorrected p1ans.
WATER & SANITATTON i
ctv[. ENGTNEER|NG / LAND suRVEytNG / sroml DRATNAGE STRUCTURAI. / TRANSPONTAIION
'Jr',
VILLAGE CENTER . BUILDING "D"
F & G Job No. 452.22July 25 , 1974
PRO.]ECT DATA SHEET
GENERAL:
Devel oper:
Archi tect:Structural Engi neer:
Mechanica'l Engineer:Electrical Engineer:Soils Engineer:
BUILDING DATA
Use
Condomi n i ums
Retai I
Garages
Number of Stories:
Fi re Zone:
FI oor Area :
Condomi n i ums
Retai l
Garages
VALUATI ON
Fred Hibberd, Jr.Robert J. Harford
KKBNA, Consulting , Des i gner
Eng'i neers
Kal Zeff and Associ ates , Ltd.
0ccupancl
H
F-2
F-t
3.'-* -- Jo
3)dr = Z€iA
Za. $ = 195
Constructi on
Type I I
Type I I
Types II & IV-N
4
3
8709 S. F.
8630 S.F.
26,940 S.F.
8709 S. F
8630 S. F.
26 ,940 S. F.
$226,434.00
198,490.00
484 ,920. 00
@ $26.
G $23.
@ $1 8.
00
00
00
Permi t Fee:
Plan Check Fee:
$909 ,844 , 00
$ 12s6.84
$ 842.95
VI I-LAGE CENTER -
F & G JOB NO.
JULY 25,
PART A
BUI LDI NG II DII
452.22
197 4
REVIEI,J FOR OCCUPANCY, TYPE OF CONSTRUCTION
AND EXIT REQUIREMENTS
Commentary as to Code compliancq and supplemental observationsr isas fol I ows:
ITEM A.I
The
A.
st
Fo
le
re
Se
a
gr
bu
co
'tdi
ed
tue
ngs as fol I ows:
onstruction hav
ow grade), one
condomi ni ums.
four-hour fi re
ne level totall
grade on two si
hence is of Typ
ructure cons i sts
ur-story buildingvels of parking (
tai I space and a
parated from abov
two-l evel parki ng
ade and the otherilding is not firnstruction.
of two bui'ldi
of Type II cpartially beltop level of
e bui'lding bystructure, o
I evel bel ow
eproofed and
'ing two
I eve'l of
walls isy bel owdes. Thi se IV-N
B.
Bui
Mixvir
A-?
ng areas are in compljance with Sec. 505 and Tab'l e 5-c.
occupancy ratio is in compliance wjth Sec. 503-a byof fi rewal I creati ng two separate bui 1di ngs.
I TEM
0n Sheets c-5A, G-6A, G-7A and G-BA the wiside between column Lines G and J2 are to
wood frames as [er conference agreement wi0fficial on July ll, .l974.
ITEM A-3
ndows on the south
have wire glass inth the Bui 1di ng
Hardware for Pella windows used in bedroom units on Sheets
G-7A and G-8A is to be mod'ified to provide clear exit openingas required under Sec.'1304 as modified by Town of Vail
Amendment Chart.
o
\j
ITEM A-4
A.
ITEM A-5
ITEM A-8
A.
R
R
0n Landscape P'l an A grade at Stair No.2 is shown asBl63'-0". 0n Sheet G-1'lA top of wa ll at stai rwel I i sshown to be 8.|64'-0". Handrai I around stai rwel'lrequired at 42 inches above grade per Sec. .|7.|6.
Similar requirement appears applicable at areawel'l forexterior stajr to Lower Parking Level as shown on SheetG-4A as revised July 11,1974.-
As shown on Sheet G-6 and Detail 6
wal I at e-dge of I andscaped parking
above grade. Per Sec.'17'16 height
ITEM 4.6
, Sheet G-12 protective
area roof is 36 inchesof 42 inches is required.
Per
0n Sheet G-6A at Entry Door No. 7 there is a differentia'lof l'-7 1/2" between interior floor elevation and finishgrade of exterior wal k. Stairs wil I be required. As shownon Sheet G-6 and by Deta'il 0 on Sheet G-lZ; space betweenbui I di ng 1i ne and curb wal'l may be i nsuf f i ii eirt to aicommo-date both outswjng doors and requ.i red stairs. Door No. 7should be recessed to provide required space or c'l arificationdetail provided.
ITEM A-7
l,lith reference to railing detajls on Sheet G-l2A:
A. Bottom opening at rails is shown to be l2 inches.Sec. 1716 opening shall not exceed 9 jnches.
D.Rail Section UL-l is shown to have wall anchors. 0nSheet G-5A possibie stub wa'l ls are shown at recessedentry edge; however these walls are not shown on SheetG-5 structural drawing. Either stub walls or handrailsare required at open edge of entryway.
0ne Sheet G- I I A:'
Handrails for stairways have not been detailed. Mustcomply with Sec. l7l6 and Sec. 3305-'i.
Handrail shown for lower garage stair at ramp does notcomply with Sec. 3305-i. End returns not shown and 6-
i nch extensi ons top and bottom not provi ded.
Roof pitch is not given -- scales 2.5 to'l 2. No roof accessshown. Under Sec. 3305-n as amended by 0rdinance No. S (.|974)
Town of Vai1, a steel ladder from top floor to roof is re-quired for four-story buildings if rbof pitch is less than 4to I2. Location subject to approval of the Fire Chief.
ITTM A-10
Stalrways at east and west ends of bujlding provide requiredegress from the condominium level. Spiral stairway shown onSheets G-5A and G-7A is permitted as an ornamental stairwayand is not to be construed as an exit -- as duly noted on -
Sheet G-5A. Therefore the exit light at this stair, as shownon Sheet G-7E, shoul d be removed.
ITEM A- I I
ITEM A.9
Ionization detectors have been shownLocation subject to approval of the
I TEt4 A.I 2
Exit lightis not visi
and G-3A exitof egress.
exit light at
on Sheets G-7A and G-8A.
Fi re Chi ef.
With reference to exit lighting:
at Stairway Door 53 as shownble from the corridor.on Sheet G-8E^
B.Exit light at Sta'irway Door I as shown on Sheet G-7E isnot visible from the corridor.
C. As evident on Sheet G-7E, the offset in the corridor
between the condominium wings prevents the exit f ightsfrom being visibl e for alternate routes of egress.Directional lights shoul'd be added in the offset area.
0n Sheet G-5A the exit light at Stairway Door I is not
v'i sible from the corridor.
n
E. 0n Sheets G-4Afor two points
F. 0ne Sheet G-3A, -(ar sIal rwe t t ,
lights should be prov'ided
Door 2 shoul d be on exterior
Stai r No.G. 0n Sheet G-2A exit lights should be provided at2 and at door to stai r i n areawel I .
0n Sheet G-lA exit light should be provided at ramp entry.
o I
0n Sheet G-8A the detail of boxed bar joists does notappear to provide required 2-hour protection.
The Designer has stated that bridging for above bar jo'istSwill be boxed in similar manner. -Deiail should be pro-
vided to show how this is to be accomplished for horizontalrod bri dgi ng.
At the south side of the building a port'ion of the wall isrequired to have protected openings as determined in theconference of Ju'l y 11,1974. Per Sec. .|903-a, Exception 3,two-hour f i re res j sti ve exteri or wa'l 'l s are requi red i n thi sarea. tlall details as shown on Sheet G-10A and schedu'l edon Sheet G-l6A do not provide this protection.
D. Two-hour floor-ceilins assembly in'l ower and upper parking
I evel s must extend beyond upper bui I di ng I i ne at the east
s i de to, and i ncl udi ng, steel beams at Col umn Li ne K.Details of beam fireproofing and ceiling termination shouldbe shown
ITEM A.14
ITEM A-I3
Detail shoul d be provided.
and for moi sture-proofi ng
i ng 1eve1 at bal coni es for
Sheet G-'13.
ITEM A.I5
Provisions for wetonly on Sheet G-7M.
I TEM A.I 7
Four-story portion of building must provide fire-resistanceper Table '17-A for Type II constructjon throughout:
^
c
for terminationat edge of ceil j
condi ti on shovrn
fire-rated cei'lingat the upper park-
n Section B on
of
ng
i
PercentaSg cgverage of wood veneer of second story above gradeto be revised in accordance with notation on Sheet G-9A.
ITEM A.I6
and dry standpipes are covered by notation
Compliance cannot be checked.
If future parti tions as shown onan automatic sprinkler system wiing level unless fire department
3802-a-.|.
Sheets G-3A and G-4All be required for the
access is maintained
are erected,
upper park-
as per Sec.
e
A. Automati c spri nkl er system
and trash room as per Sec..
B. Trash chute doors shal I be1/2 hour protection.rated as per Sec. 1706-b for l-
We understand the trash chute serving the condominium levelwill be a prefabricated unit vented through the roof. Thetrash chute serving the commercial level is actually a one-story shaft extension of the trash room below. Requirementfor venting subject to ruling of the Building 0fficial.
I TEM A.'I 9
ITEM A-I8
is required for refuse chutes
3802-a- 7 .
Sheet G-'l3A:
ons, "Shoulderst'
extend above side-
requ'ired at
th reference to Trash Receptor details on
Pl an view i s not consi stent wi th el evat'iof trash room adjacent to chute opening
wal k.
Chute opening is unprotected. Handrails
"shoulders" as per Sec. 1716.
l,li
A
B.
fans have not been shown. Five air changes perred under Sec. 1305-a, Paragraph 3.
ITEM A-20
Toi'l et exha us thour are requi
ITEM A.2I
l^li th
A.
R
D.
F
reference to garage exhaust ventilation systems:
Duct drops to floor should be provided with physical pro-tecti on from vehi cul ar damage.
Ducts penetrating boiler room walls as shown on Sheet G-lAas revised July 'll, 1974 should have fire dampers at wallpenetrations.
Bottom of exhaust fans on Sheets G-lA and G-2A arre only about4'-0" above floor. Physical protection should be provided,
Exhaust venfilation of lower level has been checked and found
i n comp I i ance wi th Sec. I I 05, Paragraph 2.
Per the definition of Sec. ll09-b, the upper parking level isclassed as open parking garage and ventilation is not requiredunder Sec. .|109-k. If future oartitions indicated on Sheets
G-3A and G-4A are erected, an exhaust ventilation system asper Sec. 1105, Paragraph 2, must be provided.
ITEM A-22
C
a three-fourths hourin the opening from
0n Sheet G-4A as revi sed July 'l
rated personnel door should bethe garage to the areawell stai
'l , 1974,
p rovi ded
rway.
O
VILLAGE CENTE
F & G JOB
JULY 25,
PART
REVIEt^| FOR COMPLIANCE |.lITH ENGINEERING REGULATIONS
commentary as to code compliance, and supplementa'l observations,is as follows:
ITEM B.I
Notations relative to foundations as set forth in our letter
9l!ed July 15, .l974 are hereby incorporated as a part ofthi s report.
cl os u re
between
, as rev
stairwe'l
of open'i ngs at
Col umns H'l andised July ll, II to the Lower
Upper Parking Level on
N should be shown as974; together wi th wal'ls
Parkj ng Level .
ngs for boiler roomings should comply with
Code.
No drainage system has been shownRequined sand and grease trap has
ITEM 8.5
for the garage areas.not been shown.
ng of water and drainage lines has been shown in thegarage_ area. Heat tape protection may be requiredas phys'ica'l protection fr6m vehicles.
The upper tiers of the steel build.ing frame have tensionX-bracing of'light plates and straps. fne size of thesemembers do not appear to be in compliance with Sect,ion 2705-dunless the members are connected aira tateral'l y stayed byeach steel stud. Intent should be cl arified.-
ITEM B-2
0n Sheet G-4
Column Line I
on Sheet G-4Afor exteri or
ITEM B-3
No provisions are
combustion air.
Chapter 6 of the
ITEM B-4
No routi
unheated
as wel I
ITEM 8.6
shown on the drawi
Combustion air openUniform Mechanical
R - BUILDING ''D''
N0. 452.22
197 4
B
c
ITEM B-7
Specia'l 'inspections as per the Town of Vail, Special Con-structi on Requi rements , sha'l 'l be provi ded.
ITEM 8.8
In the parking areas electrical outlets shall be a minfmumof l8 inches above the floor in compliance with Section 5l'lof the National Electrical Code.
Boller insta'llation shall be in compliance with Sectfon I108,
Paragraph 3.
frasier & Gingery, lnc.
CQNSULTI|VG EAIGITVEEFS
2840 SOUTH VALLEJO STREET
ENGLEWOOD, COLORADO 8OI IO
TELEPHONE 303 761.4860 July 15, 1974
Mr. Jerry Aldrich
Chi ef au'if a:.ng -Oiri.i"r
Town of Vail-P. 0. Box 100Vail, Colorado 81657
Re: Village Center Building t'D"
F q C Job No. 452.22
Dear Jerry:
we have reviewed the structural calculations and drawings for thefoundations of the subject project and find that they aie inconpliance with the code with the following exception:
As shown in Sections A, B and C on Sheet G11, required42 inch frost protection has not been provid6d forfootilgs in tle unheated garage. Bottom of all_ fobtingsshould be 42 inches rnininun fiorn the top of floor slab]
Footings should be added near colunn 3-J2 and z-JZ for wallssupporting fire door.
We understand foundation section shown on Sheet Gl3 willbe nodified by addition of a stub wa11 to retain earthfrorn the driveway shoulder and to provide a curb toprevent drainage onto the garage slab
with above nodifications, we reconmend issuance of a foundationpermit for V.illage Center, Building ilD',.
Very truly yours,
FRASIER 6 GINGERY, INC.
Knud O. Rasnussen, P.E.Project Manager
K0R/gb
cc: Mr. Fred Hibberd
CIVII. ENGINEERING / IAND SURVEYING / sToRM DRAINAGE slRucruRAr- I TRANSPoRTATToN / wartl & SANtTATtoN
',l l
'l{
o\v
RU OEC 3 F74
box 1oo vail, colorado Bi6s7
oYJ
Ncrvember 27, 1974
lmuru m
HStiliiJrl
?o:HIBiSIjRD CONSTNUCTION CO.
I'ROlt: VAIL FIRE DEPARTIIENT
RE:
./'"' '"-*_-*----\Fire Protection Requirements tod Vil1age Center Building D--- \ ',^,r^*-r,a.*rb*:.'.r
303.476.56r 3
Due to the nature of the occupancy of village center, Builcling D,the system to be instal.Ied in the buiJ.ding is as foll_ows
?lte building 1s to be eqrrippod uiith a rvet fire system for use byoccupants of the bullcling and a dr:l fire systeln for use b]'the FireDepartment. Respective line si-zes in the building are to be 2',for the wet systen and 4" for tl:e d::y system. Ttrese systerns andrelated appliances shoulcl be installed in the burlding in the
f ollowing m?rlll'ler:
IVIIT SYSTBIII:
'I'o l.re compr:isecl of eight (8) hose eabinets. Each hose cabinetto contain 1-i:s" valve on the wet system rvith a ZS, lcngth oflinen fire hose on a rack and an approved variabl.e nozzleattached. Val.ves are to be so loca.ted in cabinets so freeturning of the vaive is permitted. The center of the valveopening is to be loca"ted 4'6'r above i,l,e floor leve1. Doors ofthe cabinets are to have the rvordj.ng "Fire Hose" r'i_sible nponthem. Threads on valves, hose, and nozzles are to be National Stanclard.
LOCATIONS:
Two cabinets are to be on each level. Cabinets on the twoparking levels are to be mounted to columns in the centerportion of the garage ar.ea, ancl one is to be approximately75' from the rvestern rvall of the structure, and the otherapproximately 54' from the eastern rva1l of the structure.
Cabinets on the Comm5rcial ancl Condominium le.ze1s are robe mounted to the rvalls of the central ha11rvay, rvith onecabinet approximately 32' f.rom tlre western end of the hall-wdy, and the other approximately 60' .Crom the eastern enclof the hal-1.u'ay.
Those portions of the tvet system that are on the two parkrnglevels should be equipped .*'itl-r sonc means of pr-eventingfreezing durlng eolcl u'eather. A dry* valve ancl air compressoris oue worliabLe meLhod, but others exist arid this point is openfor discussion.
l" ' 1 -2-
In addition, the rvet system is to be monitored by a flow switctrthat is tied into the Central Receiving Station of the VailTire Department. This florv switch is to also controL an outside
aLarm and light, to be located near the main entrance to the
building.
DRY SYSTIM:
The Dry System is to consist of 28" valves intended for Fire
Department use. The valves are to be located at each floorIevel in the stairwells at .the east and rvest ends of thebuil-ding. Height of these valves is to be 4rabove the floorlevel. Dry system is to be equipped rvith a means to drain theentire system at its Lowest point in the building. The,dry
system is to be fed by a Siamese (Fire Department Conneetion)located adjacent to the main entrance to the Comnrercial floor.
Slamese is to be a double 2tz't. inlet type equipped with asingle clapper valve. ?hreads on all valves, caps, and Siamese
conneetions to be National Standard.
ALI 2+" valves should be installed so that a 12" wrench may
be turned in a eomplete arc without removing the wrench when
removing the cap or connectlng or disconnecting hose.
cc: Jerry Aldrich, Vail Building Dept.
o
E€Fn#€€€"*.rcC
-5oil & Fovndatien
Engineering
i:.i-a:il'cr i'c::f.:iT; F,i:l:':sTr & c,.--,t,ii:,i:tsSi\.'l sTn::'GTlt
i.S? il LliII{CDS :i,JDI C.,:.TED
Ar: l,'*r'/
fiu ocT I 1974
1033 South Frcnta ge Road i^rest
P.0. Box 1944
Vai1, Colorado E1657
4010 H4FBOF PLAC€, COLCRADO SpRtr.tGS. COLOIIADO tlte r7
' 303/ 596-7647
tion Corr-Jcb li'r.. ,l-C:-i
l-:tr. I.'-- _{)1:-l:(]9l:_f98)
Tine: il :45 arCunrg of Sanple$ Lto,.^&l ],rroist L*t 3l
&l-"1 I'lroist lcc..:
siunp-i:!l---"'rt- cf rresh conc. PCr--i4!.i- A-ir cor.ieri--*)[_-;3 __-__c t<3-66
vcr . a: l-c:c
(- l:5-trJ
/--l /T ^-^'-\tq .t LJc-;
. -c:-.c ^q
Gel./Saqk ! ',,farer Lciaec € Pler:t ,. . :c: i:ii; 0
Coar:se Aggregete
lir:e Aocreoele/ttt AFF.:re7a-'-e
Desigr L,y
no. of en1n
il'.=- ,-:.e ct ibs.
- s:o 6 >: i2 Cvl
{.2) i3i
Eja-o. Ccle \ieri.
Si,ear Srlit
t1i-r,- lfi_"
i i :-a c: ,:,3
i
ii
!
lS:e:;l:: - Actual FSI C-2,9-.-:5
S:le*.;:." ieq'C:, i'Sl S:i'cji:ec :*:2,t{
ie::' .:l s
Saupled G. l"lanzari
c00 -000
Tested By:G. lianzar-:-:Sigoed
PUB IYKS..._"-
T0utl{ 0t
EUILEIINGi
l,A tt
FEFIMIT
TOTAL FLOOR AREA
TOTAL LOT ABEA
FLOOR AREA RATIO
EASEMENTS
VABIANCE
UNCOVEBEDo
,o
APPLICATION
ACCEPTED
PLAN CHECK
PERMIT #
DATE OF APPLICATION
MA|L ADDRESS I lZ7 ALTERATIOITI ( } ADDITION { } REPAIRI I
T,ISE OF BUILDING
OFF ST. PARKING
NO. OF LIVING UNITS
Lor lq alx I FTL|NG L/vr I fZ
r.rvpEoFcorusrnucrror{ r @ rrr @v I HR
2. OCCUPANCY GROUP A B C D E F G H I J
Dtvtstot{ 12 3 4
SPECI FIED
FIRE SPRINKLERS
3. usE zoNE OC
COMA. STANDPIPE
DESCRIPTION OF IIIrcRK l,-^ In"'0"n1. I IIEREBY ACXNOWLADGE THAT I HA\IE
AEovE rs coBRBcr AND AGEIE ro cgr(er,v
WITS ALL TOWN OBDTNANCES AND ATATE
IJAV'S BEGAN,DING BUII'DINq/CONSTST'CTION.
SIGNATURE OF OWNER' OR, CONTBACTOR
Fraier & Ongery, lnc,
COIVS ULT| TG ENG|NEEFS
2840 SOUTH YALLEJO STREET
ENGLEWOOq COLORADO 801 10
TEL€PHONE 303 76T.4860
Mr. rlerry Aldrich
Chi ef Bui I di ng 0ffi ci a1
Town of Vai I
P. 0. Box .|00
Vai I , Col orado 81657
RtI' tu8ztts?4
August 19, 1974
n",C'- .lGt-]hBuilding ,,p,'--: plan check@e to preFffiffiry ReportF & c Job No. 452.22
Dear Jerry:
l.Ie have reviewed the response of Hibberd Construction
Company dated August 1, 1974 together with DetailEyawings GllA and Gl3B as received August 15, 1974.!lith reference to our Preliminary Report, dated July26, 1974, we f i nd as f o'l I ows:
ITEM A-I
As stated.
ITEM A-2
Statement is for comn 1 i ance.
ITEM A- 3
No response.
iTEM A-4A
Statement is for compliance.
ITEM A.48
Statement is for compliance.
IIEM A-5
Statement is for compl i ance.
CIVIT ENGINEERTNG / I-AND SURVEYING / STONM DRAINAGE / STRUCTURAI. / TMN5PORTATION / WAIER & SANITAIION
o
Mr. Jerry Aldrich
August .|9, 1974
Page 2
ITEM A:6
Drawing G-6A has been revised to show recessed door
and stair; howeverr cut^b as shown in Detail 0 on
Sheet GI2 should be returned along each side of walk to
provide checkwall between grade and sidewalk from topof stair to curb line.
ITEM A.74
Statement is for compliance. As detailed on Sheet G-138
dated August .l4, 1974.
ITEM A.7B
In compliance.
ITEM A.8A
Note added to Drawing G-1lA is in compliance, dated
August 14, 1974.
!TEM A-88
Revised detai ls;, dated August 14, 1974, on Sheet G-l'lA
are in compliance.
ITEM A-9
Statement is for compliance.
ITEM A.1O
Statement is for compliance. Drawing not revised.
ITEM A.11
As s tated.
ITEM A-12A
Drawi ng G-8E changed for compl i ance.
ITEM A-128
Drawing G-7E changed for compliance.
ITEM A.I2C
Draw'ing G-7E changed for part'ia1 compl i ance. Ba'lance of
intent to comply stated in response to IS'em A-10.
l'lr. Jerny Al dri ch
Augus t l9 , 197 4
Page 3
ITEM A.I2D
Statement is for compliance.
IIEMS A-12E, A-'12F, A-l2G and A-'l2H
Statements are for compliance.
ITEM A-rgA
In compliance per detail on Drawing G-13B
ITEM A.I3B
In compl i ance per
ITEM A.1 3C
Notation and detai
ITEM A- I 3D
detai I on Drawi ng G- l 3B
I on Drawing G-l38 in compliance.
Statement i s for compl i ance. Condi ti on detai I ed at garage
door lintel on Drawing G-l3B is correct only in center bay.In exterior bays west beam must be fireproofed and ceilingsystem extended to beam.
ITEM A-I4
In compl i ance per bal cony detai I
I TEM A.I 5
on Drawi ng G- 138.
No response.
ITEM A-I6
As stated.
ITEM A-I7
As stated.
I TEMS A- 1 8A an d A-..| 8B
Statement is for compliance.
ITEM A.18C
Subject to rul i ng of the Bui I ding 0ffi ci al as stated.
Mr. Jerry Aldrich
August 19, 1974
Page 4
ITEI'lS A-l9A and A-l9B
In compliance per Details
ITEM A.2O
Fan capacity stated
mechani cal sheets.
ITEM A.2IA]\
Statement is for compl i ance.';.
ITE14 A-2I B
Requ'irement del eted by revi sed
I TEM A.21 C
Statement is for compliance.
rTEM A-2rg
As stated.
ITEM A.2I E
As stated.
ITEM 4.22
on Drawi ng G- 13B.
is in compliance.Fans not shown on
No detai'ls shown.
duct I ayout on Drawi ng G- 1A.
Statement is for compliance.
TTEM B.I
As s tated .
rTEM B-a
In compl i ance.
ITEM B-3
Noted on revised Sheet Gl. May require areawell
ITEM B-4
Shown on revi sed
ITEM 8.5
As stated.
Sheets Gl and G2.
Mr. Jerry
August 19
Page 5
Al dri ch, 1974
ITEM BC6
Detailed on Sheet G-l3B As requ i red.
ITEM B-7
As stated.
ITEM B-8
Statement is for compliance,
Note that throughout the above commentary the term "statementis for compliance" is construed to mean that performance will
be carried out as stated in Hibberd Construction Company'sletter of August l, .|974 and that the agreements and con-
currences arrived at in conference with you are as stated.
Since the drawings have not been revised for some of thestated intents to comply and since no formal addendums areto be issued since the designer and the contractor arethe
same entity, the burden of assuring stated compliance willfal'l on your inspection forces.
Very truly !ouFS r
& GINGERY, INC.
K0Rdw
cc: Fred Hibberd
Knud 0. Rasmussen, P.E
Project Manager
neenng
TI
LOCATION OF PLACEMENT IN STRUCTURE
CL IENT NO
r-A I NO
CONCRETE NO
CON TRACTOR
PRO.,IE
go*.^rG,r.o #, onRl14 1e74
COI,4PRFSS IVF STRFNGTH REPORT4Of frorbor d(e
co|]rooo grB6
cclvado ' 80917
30J. 5S6 .75a7
031 sotrh f rorroqeo o box fr44 -
vd - colxodo . &1657
303.4b '0297
rod \^,est
101-L
10:r--1- ( l1? -22?)
llountain Moblle
spil G fou
dngi
Center
(|i
flf ilATER CONTENT.
IVATER.CEMENT..
AOM I XTURE
cu Yos PLAcEo ... 50 cu Yos
TRUCK LOAO ING. . .CU YOS
en l,/u o
RATIO
AEA
oz/ vo
hCALC I UM CHLOR 1 OE
MI X NUMBER
gPECrFlCATroNS..
OESIGNED 8Y.....
Concrete Tenp.5?or
SLUMP ..... )i INcHES
FR€sH coNc. rt.. 142.j pqr
ENT. ArR coNlsvl 4.) fi
sAMPr-E cuRrNc... iab.
vt,A TER ADOeO-GALS Pt-ANT
cEMENT coNTeNT.. ,2' D'ir F ?
coARSE AGGREGATC PCY
DATE OF TEST.
TIME OF TEST.
F I NE AGGREGA TE.
Air Tenp.
9/L2/74
.10::O
0 JOB SI TE
1 .5-3/4"
)/4" -t4
p r^v #4
6oor
SPEcTMEN NUMBER 101-1 ?t7-7 .Li-f 2L9-L4
OATE TESTED 9/L9/74 e/t9/74 e/26/7 +
I{UM8ER OF OAY S CUR€O r4 28 ?B
olrrENslolsr I NcHEs
STo. CYLINoER=6nXl2rl std std ,b Lq.
SPECIMEN WE I GHT'POUNDS 27.61 27.t3 1-1 .OO
BSSD oENSt TY' PCF 141_.7 1&1.7 L42.O D
AREA oF CYL INOER, I Na
srD. cYL t Noe,n=28.2? | Na 16.C'l e,6.27 28.27
TOTAL TEgT LOAD'POUNOS 62000 59000 80200
c0uPR€,ss I ve srReNGrH rPS I 2t95 2ffi7 283i,
SPECIF IED STRENGTH'PSI SOOO f@o f000
TYPE OF FRACTURE:
I ) oTAGoNAL sHEAR2) coHe
3) vER r l cAr- sPL I r
1 't
REMAR K S
SAMpL€D By t. Lechner
C.r h^, /.l I
TESTED Bv G. Manzari S I GNEO
co N cREl F, r.o
t'l!r
roc^\01
4 1974
4O0 hdbo( pioce
cdo(m pf8s
cotrddo . 00917
303.5tu'b47
031 sotrh f rortaoe roadp o box fi44 -
wl . cdsodo . O1657
303 '4r5.0297
Ineeflng
COMPRTSSIVT STRFNGTH RFPORT
tol-1CL IENT NO
I-A B NO
CONCRETE NO
CON TRAC TOR
PRO.J
TRUCK NO
T IME M I XEO
I O1-t - ( 211-215 )
Mountain l,lobile
c tl-on
T I CKE T NO
8:15 o"*rveo9:15 .pLAcEc
LOCATION OF PLACEMENT I N srRUcru"a Golusn footinge.
r Vail VilLeSg tgn
kj
fl
€
CU YDS PLACED..
TRUCK LOAOING,.
CALC I UM CHLOR I OE
M I X NUMSER
sPectF lcATloNs.,
oESIGNEO 8Y.....
Concrete tenp.
.B
WA TER CONTENT
WATER.CEMENT...
AOMIXTURE.
CU YOS OATE OF TEST.
T IME OF TEST.
^,1SLUMP ..... LZ I NCHES
FRESH coNc. 1,y1..1{+1.6 Pgp
ENr. A lR coNrEN t4.5 I
sAMPI-E cuR tNG.. . Lab
WATER ADDED.GALS PI.ANT
-1CgMENT CONTENT. . 2Z DJi' F€"t
COARSE AGGREGATE- PCY
FINE AGGREGATE..
A1r Tenp.6oon
CU YOS
en l/l o
RATIO
AEA
oz/ vo
f;0 .JO8 SIT€
PCY
1 .5-)/4r
7/t+'t 3/ 4't -54
_#4
g5or
10:00
sPEc I MEN NUMBER 101-1 2L\-??14-Lt+
OATE TESTEO 9/L3/74 9/t3/7.4 9/20/74
NUMBLR OF OAYS CURED 2 14 z6 28
oIMENSIONS, INCHES
STo. cYL I NoER=6rrX12'l
std std std
sPeclMeN IYE I GHTTPOUNoS ?7.49 27.55 28.00
BSSD oens I TY ' PCF 140.0 140.l Irt4 ^ i)
AREA Of CYL I NDER, IN2
srD. cYLlNoen=28.2? tt'ta
28.27 28.27 zd.cl
TOTAL TEST LOAO'POUNOS 71E00 7L600 86000
COMPRESS I VE STRE.NGTH,PS I 2539 2ri2 q't 1 2
SP€CIFIEo STRENGTH'PS I f000 3000.3000
TYPE OF FRACTURE:
1) DtAcoNAL sHEAR
2 ) coNE
3) vERTrcAr- sPLlr
1 t I
REMAR K S
SAMPLEo ev L. Lechner resrED av G- Manzarl S I GNEO
ff-nin i 4 s74
IFLD TFST AND
COI',IPRFSS IVF STRTNGTH RFP0RT
I.A B
CONCRETE
CONTRACT
PRO.JE
TRUCK
T IME M I X
ao*arrl,
4OO h6rbq da(€cdo.6do scrrE6
cotrado . dOQi/
J03.506 b47
1O31 sorrth f romaq€ roddp o box 1q44 -
\6a.cokrodo.B1657
303.4r5 .0297
n9tneenng
NO
NO I.lountain Hobile
eo11:49 enn r vEo 1:OO pLAcEq
LocATt oN oF pLAcEMENT tN STRUclupg Beatils I.i.ry,K.
CU YDS PLACEO... ---:-
TRUCK LDAD ING. . .
WATER CONTENT...
IVATER-CEMENT..
ADM t rTUR E
oArE oF rESr.... 9/\/71+
TIME oF TEsr....-L:50
SLUMP INCHES
FREslr coNc. wr..l.4f-4- pCr
ENT. AIR CONTEN1 AI.2 fi
CU YOS
CU YOS
eal,/t-o
RATIO
AEA
oz/vo
f(CALC I UM CHLOR I DE
M I X NUMB€R
SPECIFICATIONS..
DESIGNED 8Y...,.
Coacrete teup.59tl'
sAMPLe cuR t NG. . .I+gb.
IVATER AODEO.GALS PIA TT 12 dDB StTE
ceMENr coNrENr.. q* sk. {-{r 1.5-)/4,
coARsg. AccRecATe- pcy \,/lrtt 'i/t+n-ft!
F I N€ AGGREGA TE.
Alr'Teup.
PCY i4
740F
sPEC I MEN NUMBER 101-1 ZO5-?206-7 207-ru
OATE TESTEO 9/r2/74 thz/?4 9/L9/74
NUMBER DF DAYS CUREO t9 2k ao
DIMENStONS, TNCHES
s TD. cYL I xoEn=6n X I 2rl
std std std
SPECI MEN TYE I GHT,POUNOS 26.19 28.25 28-2S
ESSD DeNsr rY, PCF t4').o 144.1 1lr1r. 1
ARgA oF cYL I NoER, lN'
sro. cYLtruoe,n=28.2? lr'ra 28.27 ?8.27 28.27
TOTAL TEST LOAO,POUNOS 81800 Boo00 l_01000
coMPR€ss I vE srRENGrn rPS I 2964 2829 3572
SPECIF IED STR€NGTH.PS I 3000 3000 3000
TYP€ OF FRA1) otAcoNAL2) coHe3) vERrlcAL
CTURE:
SHEAR
SPL I T
1 1 1
REMARKS
SAMPLEo av O. l&nzatl tesrEo By S I GNED
/ a/-l
ti. t lt
1 F74
SPECIAL INSPECTION REPORT
fiu ocT
INSPECTOR Tryt,Me.ie.f-
Q4*/ ttl*rtz'a-Pt
PROJ ECT NAM
OF VA IL
l/trrqEu Ltpree-
DATE I LOCAT ION i APPROVED I CORRECT IONS REQU IRED
CCNCRETE:
LutttN; zi'3q -R',
-u *t ltt-5 r-t z . tl I f Z-
Ete B (lf-iD e'f'TL 2
3E*i,i'tsl\A,N K
.c.r/N4 PA*K|PL
9/t4zq DaA. Lttu E /-Z
:'c,o-Lt* E 0 'K'
Ea4t7 L//rE /-z {Ptt''
tt ZtJ'F/. I 443 K- / I t tn z-zt K-K 3 4
ha' c- Z!! 2{
5fFiiL:
PiIECAST:
OTHER: Specif V
ADD IT I ONAL REMARKS :
co N c R F JFq' P$T' l t3"i(t
4OO harbor ddcedra@ 5OfnG
cooraoo . doqf;
303 . 5S6 '1547
€31 sqrh frorrooe rood raresrpoboxfua.-
vd . cdoodo . O1657
303.46.0297
neenrlg,
101-i-( i99-204)
l{ountaln Mob1le
LI TICKET NO
2zi4 eaa,r.o l:15
Grld O-P to 2.
PLACEO
COMPRFSS IVF STRENGTH REPORT
CL t ENT NO
t.A B NO
CONCRE TE NO
CONTRACTOR
PRO.JECT
TRUCK NO
TIM€ MI XED
LOCATION OF PLACEMENT rN srRUcru^a Line B
101-l
vo0e040
(|,
,g
,-..
cu Yos PLAcEo... 35
TRUCK LOAO I NG. ..
WATER CONTENT
IYATER.CEMENT..
AOMIXTURE
oArE oF resr..., 8/28/74
rfME oF TEsr.. .. i:45
sLUuP ..... 2 a/L lNcHEs
FRESH CONC. wt.. 'i +lrr "; PCF
ENT. AJR CONTE,NT 2^A %
CU YOS
CU YOS
clt-,/t- o
RATIO
AEA
oz/ vo
dCALC l UM CHLOR I DE
M I X NUMBER
SPECIFICATIONS..
DESIGNED 8Y.....
sAMpLE CUR tNc.. . Lab-
IVATER AODED-GALS PLET T 15 ..TOB SI TE
csMENr coNrENr.. q+ sk. Fe+
-
1.5-)/4"
coARse AGGREGATE- PCY 3./4n 3/4"-#4
F I Ne AGGREGA rE. .
-
PCY
-
i4
Corcrete T z6ol'A1r 6orcr€Ee Temp.
sPEc t r'tEN NUMBER 101-l-L99-7 200-7 201-14 1U1-,'O 20728 20&-osr
OATE TESTED 9/4/74 9/4/74 9/7!/74 9/e5/7:+9/25/7t+9/25/?t+
NUITEg,R OF OAYS CUREO 7 7 14 28 a6 2B'
oIMENStONS, tNCHtS
S?o. cYL I N0ER=60X12rt
std std std bE cl std std
sPEel MEN l\'€ | GHTTPoUNDS 10. )4 2d.45 1J.))4q .2t _23-22 28-n
BSSD oeNSITY' PCF lLlr. /+11+4.9 1t.t. a lLi.3 tl+5. O
AREA OF CYL I NOER, I N2
srD. cYr-lHoeR=?8.2? tt*ra
28.27 lQtZ/.o.. (10.1/1a.1(28.27
TOTAL TEST LOADTPOUNDS 76000 75000 9lr2O0 10.q000 t-t_oooo 112000
C0MPRESSI ve STRENGTH TPS I 26BB 1lc2 )jijz eB;o 1891 3952
SPEcIF I ED STRENGTH,PS I ]000 3000 ",OOO
7,OOO 7rOO0 1000
TYFE DF FRACTURS:
1) olAcoNAL sHEAR2) corue3) venr r cAr- sPr- r r
;I 1 I L I
REMA RX S
r[o vleible erterLor fallare raarks.
SAupLEo Bv L. Lechner TgSTED BY G. ilanzari-S IGNEO
Rr_t ocT 1 41974
ao*arO ,,rr, ,rsT rlND
4010 forbo dace
cdorodc soffrs
coacrado . d09i7
303' 5,96 '7547
1Gl1 sourh fro.rr@e foaj u,€;rp o box tQ44 -
voi . cokrodo ' 04657
303.4t5 .0297
aton
COI'4F,RESS IVF STRf NGTH RFPORT
t01-i
10t-t-( 19}198)
Hountain l,lobi1e
CONTRACTOR Hl.bber ction
PROJEC
TRUCK NO TICKET NO 1990
rtME M1 ;Ee 10:21*", u.ol0:45pLAcED
Colunns 2 I ) G-i(; Colunn pads G2,
IneeflngSoil G
LOCA T
II2
ION OF PLACEMEN T IN STRUCTURE
J2.
CL IENT NO
I.AB NO
CONCRE TE NO
I ViIlaEe Cento
k,
fl
,=..
CU YOS PLACEO. . .
TRUCK LOAD ING. . .
YUA TER CONTENT.
llrATER-CevENT...
AOM I X TUR E.
CU YDS OATE OF TEST.
CU YOS TIME OF TEST.
cl t-,/ t- o
RATIO
AEA
oz/yo
f;
i_o . i/21/71
. l-1:45
CALC IUM CHL OR I OE
MIX NUMBER
sPeclFlcATtoNs..
DE S I GNED 8Y.....
Concrete Teup.Aoor.
sLUMP ..... 2* TNcHES
FREsH coNc. wr.. f+4.1 pcr
eNT. ArR coNtr*r-,4-0- %
sAr\,rPr-E cuR r NG.. . Lab.
IVA TER ADDE D- GAL S PI.ANT
cEMENT coNrENr.. 5-!- Sii. 1t
COARSE AGGREGATE- I,CY
F IN€ AGGREGA TE,
A1r Tenp.
-
PCY
Soor
,Jo8 s I Te
1.5-)/4"
3/4t _fi4
i4
sPecrMeN NUMBER 101-l_L>)-/194-7 19t-i!+I YrJ-4(J 196-OPT
OA TE TESTED E/30/?4 3/30/74 9/'o /7 4 9lZO174 9/20/'.i t+9/20/7t+
NUMBER OF OAYS CURED 7 ?14 28 2B 28
olM€NStoNs, I NCHeS
srD. cYL r NoeR=6trX12,1
DEO.<f,':5td std
SPECIMEN WE I GHT,POUNDS et.4r 10.44 t:.O o ))?.8.62
BSSD oeHs ] TY, PCF L44.7 144.9 r4i.9 I4-2 o r)145.7
AREA DF CYL I NOER, tN2
sro. cYl-truoER=28.2? tr.ra
16.1'/28.27 10.11 10.!-1 1r).4(2E.27
TOTAL TEST LOAD,POUNOS 79000 77600 i01000 rtclruv u9000 111000
coMPRESS tvE srRENGtx,PS I 2794 274'3r72 41Cl 4209 3926
SPEC IF IEO STRENGTH.FS I j000 JOOO f000 i000 )wv f000
TYP€ OF FRACTURE:
l) otAGoNAL sHEAR
2 ) corue
3) vER r I cAt- sPL r r
't 1 1 1 1
REMARK S
SnuplED By G. l.lanzari TESTED ev G- Manz.FnJ stGNEo
€.
- Soii & FoundatEgn
Engineering
o
e.ffig'8
:iEi'3:.T C: C3:iCirTi ililD !FS?E & CCI'
F#tsb
O qt ccT 1 te74
1C33 South Frontage Road West
P.0. Eox 1944
Vai1, Colorado 81657
4o1o HAReoR puaci, cor-oRADo spRrNcs. coLoaADo e@r7
303/ 596.7647
A5Tl.,4 I'ii?i{ODS ii{}iCATSD
l'J+:--::;--:c:: Jibbe:i Jonstruciion Cc-pany I Ion I'i.- l-Oi-i
j =qi] r - . ------:-::- ,-: ^^. ri=.",=.., . I/a:l r/irlage C""#;tab. H-'. 10i-i-(t-9q-eo_h).
..1\".**'.-.....;..,.''..u"o,*.-**,*---lConc.Cc.]'IouniairMobi1e'- ilcce':i:: cf ic'rr,n S.tu"tt."'-lTi*d Bl Gri,i 0-P tc-2. | --'--' --'--=j---=-=--_--'.
I 4rr+a }.jiv-a,'i t, t!- ---r , T !:-ie fuf ixec 2.2i, rra* L. _+ y,,_
lT:-,rci: i. :. !2 . ?rc<et iic. VOOzOT,O Cu.-l'is . Pi.aced ;q lnre -irr!"-eC 5: l5 pn
!3ie :
Conc:
Slurno
rete Tenp.
i 7 / t,tl
o/zE/74
G 3i-66
?irol, -\i r lenp. Z5oF
'.\;:. of i:esh Conc. PCF 'l J, /, i
I
c l{3-66
lln !
I
GelrlSack i -#at=: p.Cded '3 Piant ,. : io:qt:.e 15.''
iGe:)
Cer-rent Cciient ?CY
Srecs.Ccarse Aglregate
i rle i.ggreEe:ell
i-.
i:'{i,': ): -''
I{-'
tj-,€:trY-l
il;:iled Ccres ; Tje5t''Age'
ti$eishi PCF 3.SS]
iSeecinen ifs.
i
iD.:te Tesiei
li;ea Sc. l::cles -
'?.-\.r) i ^:r I !.r<
lTpe c:t:,
L + I -..!
rtlt-l
-Sid 6x12Cv!
iSSlz l' . l9 63 Ci'
i4t
Cc: e
iJl
Veri.
1.f4. o
4e00
!
| ))).
t-'-'!il
L_J
T-
r ;?: ,-,, , ..r il i e r.
i Saear-Sollt
lS=er::h - i::ti:a1 PSi UJJ-5'
ien::ks *i.io 'lisibLe exterror f
A, lsghn$i€nedTeated 3y:
{nrzn Y
ANDCONCRFO F IFLD TEST
4OlO l-rar*:r tiacec@(doo sFrrqs
cobrddo . 00917
JoJ 596 .7547
'lO3'1 sou(h f ror{aoe roadpobrlxfua -
\€4.(okrado.8lO57
JO3 .475.0297
CL I ENT NO
t-AB NO
CONCR E TE NO
CON TRACTOR
PRO.JECT
TRUCK NO
T IME M IXED
101-r
2:04 lnn, ugpJ:00 pLAcED_
Soil
LocArtoN oF PLACEMENT rN srRucrune N-p South vaLl; K_LAI_O North sa1I
101-1-( 187-r92
ail vll e Center
T ICKE T NO
cu YDS PLACEo ... 50-;-
TRUCK LOAD ING. . .
VUATER CONTENT
WATER.CEMENT...
AOMIXTURE..
DATE OF TEST....
T IME DF TEST. . . .
SL UMP
FRESH CONC. WT..
EN 1. AIR CONTENT
SAMPI.E CUR I NG. . .
F I NE AGGREGA TE.
A1r Benp.
CU YOS
CU YOS
e lu,/t- o
RATIO
AEA
oz/YD
f;
3: ?'0
\
r42.3
I NCHES
pnc
d
CALC IUM CHLOR IDE
MIX NUMBER
SPECIFICATIONS..
DE S I GNEO 8Y.....
Co crete Ierap.Toor
Lab
wATER ADo€D-cAt-s Pr-lry-l 0
cEMENT coNrENr.. 5* sk. ."ty
cDARsE AGGREGATE- pcy 4/l*tt
.--__PCY
740F
JO8 SITE
1 .5-3/4"
3/4tt -l/4
i4
SPEC IMEN NUMBER 101-1 | 8?-1 lEE-?18C-1!.to'l-24 192-OPT
OATE TESTED A/23/71,8/2A/7L 9 / tL/7 t'q /i-F, /7 t'slLBhtL e/L0/7\
NUMBER OF OAYS CUREI)14 ?8
o IMENS tONS, I NCHES
sTo. cvl t r.toEn=6ttx I 2rl std std std std std
SPEC I MEN II'E IGHT,POUNOS 21 -6lL 27.U9 27.57 2? -78 1/ .5)l/ - /a
BSSD oENs I TY, PCF 1lt0.8 1r.n n 140.4 thl.5 J{+L' . Y L4l-.)
AREA OF CYL INDER, tNz
sTD. cYL lNoEn=28.27 tN2 28.27 28.2?28.27 4a,1/10.1/t6 . 1'l
TOTAL TEST LOAOTPOUNOS 67000 63zoo 81800 99000 99500 99500
c0MPReSSI vE STRENGTxTPSI 2370 2235 lbY)J'O??,q2n 352j
SPEC]F I Eo STRENGTHTPS I i000 f000 1000 )uuu f0o0 )0oo
TYPE OF FRACTURE:
1) orAcoNA'L sHEAR
2 ) corue
3) vERTrcAr- sPLtr
*1 I 1 1 I
REMARKs *l[o vlslble erterlor fallure ruarks.
ilPL,a^e.ay. c. l4+ElL --te g reD sy L. Lechner S IGNED
4.l
)
'ir i'- \
TO:
FRO}.'I:
t..
NOTE ru ilov 18 t974
James F. Lanont, Director, Departnent of Coinmunity Planning
Gene A. Smith, Tonn Attorney
O
b-A
DATE: i{ovenber 14, 797 4
^Rn,:@
SUBJECT: l.lenorandun of Agreenent dated 4/ZS/L974
1. The request of the developer in his 11/1I/Ig74letter to the Town Council appears to ne to be reasonable in
vierv of his perfornance under the agreement to this time; a
copy of said letter is attached hereto.
2. Presuning this is no building code provision or
other Town of Vail law which wouLd preclude doing the follorrring'I suggest that a conditional certificete of occupancy forBuilding C of the project be issued, subject to completion of
the garage by 12/3L/L974 wit[ said certificate to become void
on said date-if the garage has not been completed by then, and
incorporating by reference the developerrs Ll/7I/L974 letter
so as to indicate why the certificate is issued conditionally.
tjk
o :'!
\
I
t,t
.l
V
.r(\.'v
November 11, L974
LLACE
CET{TER
. Vail- Tor.rn Council
Torvn of Vail
. P. O. Box I00
Vail, Colorado 81557
Gentlemen:
on April 25, Lg74, a memorandum of agreement concerning
Village Center \eas agreed upon. This_menorandurn requires thai ite
construct 92 par)<ing spaces in the Village Center Parking Garage
for the use oi Buildings Ar.B, c and D. It also states thai the
. garage must be coinpleted prior to the issuance of a Certificate of
.'Occupancy on Building C.
Due to delays beyond our control, vre are findilrg our
schedule very tight r.rith respect to completing the garage at the
same time "C" Building is readY.
a Last Thursday Jim Lamont and I revierved the garage con-
struction progress and rve were able to come up rvith what I hope
is an aC""-ptaU:-e conpromise. The Lower. garage is complete with
the exception of three items:
1. The ramp t'ras not able to be constructed be-
cause oi the ]ocation of the crane t'rhich is
required to complete the structure (Buildinq
3li'3i"i?'tn3""lli.'i?l'.'i.'::fi];:;: fi;="o"
allorving the concrete ramp to be poured and
fj.nished for the use of the lorver garage'
This is expccted to take place during the week
of November 18th.
2. The drywall ceiling to protect l-'he sLeel bar
. Joist is being installed at this time and the
fire doors have been shipped and also are ex-
pected to be instatled during the r'reek of' November 18th
POST Of f rct BOX 6.11 VAtl, coLoRADO 81657 103'{76-3600
ll27RACI STRttT DtNvtR,cotoR^DoB0206 l0l-3?r-41122
I
I
:
't
o
-t-
Town of VaiI
Frr/c)L
t'
l
\
i
a
I't
'j.r- ...--r'-
November lL' L974
€".
I"
VILI.ACE
CENTER
-2-
Very truJ-Y Yours,
Jr.
POST Of FlCt BOX 6{1 VAlt, coLoRADO 81657 303-476-1600
1127 RACE STRIET DENvtR. COTORADO {10206 303'321'4422
3. In the uPper $ata$et it rvil1 -be necessary to
install tne piumllng required for the coinmercial
sPace above.
we will be able to complete the upper garage which.has
44 spaces before tir. thut'tt""giving Holidays' -W:. feel that this
will- be sufficient and, aftbi taking a pole of the present uni!
""""t.", :O units wiff be occupied, vrhich r'rill require 30-spaces
out of the 44 sPaces that we have. The lovrer. garage will be .
completeC on or before December Isth. In disbussing this vrith
girn-f,amont, the.se completion dates qtere satisfactory.
withtheexceptionofafervitemsrghiclrneedtobeaddecor corrected as requireb by Jerry Aldridge, Building "C' it 99T-pf"i"a and ready fdr closiitnr - -TL are requesting that a Certificate'
6f O."op.ncy be issued on Building C and the. garage rvill be com-
pleted accorcling to the schedule above
o
PLUMEilNG/MECHANICAL
a
PEFIMIT
TOWN OF VAIL
Xovember L3, L971.
OF BUtLDING: Hultiply Dwellings
cLASS oF woRK: E New E noorrrou D nennooel fl nepern
FIPTIONOFWORK: Vent Bathrooras. Vent Kltchen Hoods and Boiler Breechi
f tlt,
J"L-
tultrI1/
Vl l ! aee Cent er rrDtl
ADDRESS Vall. Colorado
OR Al nray, Inc.PHoNE 922-370L
ME.HANT.AL: NUMBER tgo-u lTi 4NG: NUMBER
vALUATtoN $ 2r554.0oALUATION $
REMARKS:
PERMIT FE
6^orro DArE 15 xnv z+
o
PLUMEilNGi/ MECHATUrCAL
TOWN OF VAIL
PEFIMIT
j, i
@ nenRoveo
TOTAL FEES: $
PLUMBING: NUMBER MECHANICAL: NUMBER
VALUATION $VALUATION $ '
REMARKS:REMARKS:
ii
PEFMIT FEE PERMIT FEE
! orsaeenoveo'.,DATE ,] . i
ar
PLUMBTNG!/MECHAT\ilCAL FEFTMIT
TOWN OF VAIL
November 13, 1974
NAME Vlllase Center rrDrl
ADDRESS Val1' Colorado
PHONE 922-3701
OF BUILDING:
oF woRK: El r'rew fl aoornoru E neuooel E nerern
RIPTION OF WORK:
PLUMBING: NUMBER MECHANIcAL: NUMBER Jffi 174a-il
VALUATION $VALUATION $ 10,268.00
REMARKS:REMARKS:
PERMIT FEE PERMtT,f€i 82- so i
)ff,,r,y
onre 15 Ltav z4
.+J-++.llt7
F LrJ MEr I NG / M EC HA|U I CAL
TOWN OF VAIL
PEFIMIT
iif
PLUMBING: NUMBER.MECHANICAL: NUMBER : :--
VALUATION $VALUATION $ ,
REMARKS:REMARKS:
!
PERMIT FEE PERMIT FEE
D appRovEo
TOTAL FEES: $
fl orseRrnoveo
,t
DATE
VILLACE bffiCENTER
November ]-L, L974
Vail Town Council
Town of VaiI
P. O. sox 100
Vail . Colorado 81557
Gentlemen:
On April 25, L974, a memorandum of agreement concerning
Village Center was agreed upon. This menorandum reguires that we
construct 92 parking spaces in the ViJ.lage Center Parking Garage
for the use of Buil-dings A, B, C and D. It also states that the
garage must be completed prior to the issuance of a Certificate of
Occupancy on Building C.
Due to delays beyond our control, we are finding our
schedule very tight with respect to completing the garage at the
same time "C" Building is ready.
Last Thursday Jim Lamont and I reviewed the garage con-
struction progress and we were able to come up with what I hope
is an acceptable compronise. The lower garage is compJ"ete with
the exception of three items:
1. The ramp was not able to be constructed be-
cause of the location of the crane which is
required to complete the structure (Building
D). As:.soon as the roof is completed for "D"Building, the crane will be removed, thus
allowing the concrete ramp to be poured and
finished for the use of the lower garage.
This is expected to take place during the weekof Novernber 18th.
2. The dr1ruaIl ceiling to Protect the steel barjoist is being installed at this time and thefire doors have been shipped and also are ex-
pected to be installed during the week of
November l8th.
POST OFFICE BOX 641 VAIL, COTORADO 81657 303-476-3600
Il2TRACESTRIET DENVER,COLORADOS0206 303-321-4422
VILLACE
CENTER
Town of Vail November 11 , 1974
3. In the upper garage, it will be necessary toinstall the plumbing required for the conunercial
space above.
We will be able to complete the upper garage which has
44 spaces before the Thanksgiving HoJ.idays. We feel that thiswill be sufficient and after taking a pole of the present unit
owners, 30 units will be occupied, which will reguire 30 spacesout of the 44 spaces that we have. The lower garage will becompleted on or before Decernber L5th. In discussing this withJim Lamont, these completion dates were satisfactory.
With the exception of a few items which need to be addedor corrected as required by ,Jerry Aldridge, Building 'C" is com-pleted and ready for closing. Iile are requesting that a Certificateof Occupancy be issued on Building C and the garage will be com-pleted according to the schedule above.
Very truJ.y yours,
6red ttibberd, Jr.
EH/cjt
+
-2-
POSTOFFICEBOX64l VAIL, COIORADO81657 303-476-3600
'11 27 RACI STREET DENVER, COLORADO 80206 303-321-4422
R* Nt ? $74 rNsr=cJtoN FlEEUEsiT
DATE 5 N)o"t 7+
rrME REcErvEo *, 3 .> nrtn ,sru']:
I_I OTHER D penrrel LocATroN
READY FOR INSPECTION
.'
.,, .MON
COMMENTS:
TUE WED rnr 9:c'+ rfDpl,r
El rp,paoveo i-ii'*s* =.t
LI UPON THE FOLLOWING CORRECTIONS:
CORRECTI
DATE 7 lr.Jr..t a +
INSPECT|bTU HEBIJEST
.o
nDATE
TIME RECEIVED- AM
JOB NAM
PM 'CALLEB'
fl pennnl.LOCATION
READY FOR INSPECTION
WED THUB
E orHen
MON
COMMENTS:
TUE -,,PM
HAPP ROVE D E prsapp RovED
D upott rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
f] nerNsPEcr
- .s);''
DATE
KITCH|JM r KONKEL . BARRETT I NICKEL . AUSTTN . Cansulting Engineers
7+56 Wrrl slh Av.. . 0sr!!6r. Ci:': N022b . 303 i ?3::'(.050 Oatpb.r t9r tt?l
nr. AFbgrt Haalord
B,lbhrt.c Smatnrottou
LI8? R*ro StEE$tDlnwrr 6loru&
Dqsr Sobt
s0306
iIfiHrotGEr Hetun <mnntsrry Aldlrlcb
tttl 0c'[ 3o\974
cratrs
€6r
lbu$daq', octDbrr 1?, 19?{ I vtrltGd t.$':Jl
Job ri.te. gartlln Ernorn sd I srrurd *3' iq ?,ba preoart colrsn trD tn tho parhlng gtletlgatl,ug tbo rtnagtft o! tlre elrw uringhetlgatl,ng tbe ctsagtft o! tlre elrw uring {0$0 prf Eonc(rtt(|ra.od on encruta eylladrr tutal od r[-18 v*rtl.arl :ub-
loryfng bart arqpgllrdl drs rp rstvrillbllt$ of l? bara, ro
gl3rrfiar Sf,tff in-
0 {0S0 wl Eoncsrt
lololng bart arqpglllcrtr thc mlrun nr lda{ruto s e&rr1r tbr dettgD l"ordt.
Il you hrvr aqr grnttLocrcr Sharu grtl.
SLncemlyl
Uo.Wotb
If. llelr
l! |C1.:rr !.1 E;rf':lt
0i:.:,!:. :j l,j,( L,-
td!..: g. q ! s!,.
N pil i jj.jri)"r
i-..
l._ l,: ,r
C':,, rs ll r'\r re:. .;j:, r._: lr ci:.,,.
r.1,'/,.i l.-.rch ,n. S[i,r,, a:,r, , tr-1
.-..:-_-
A -r ,t! |r't t iijtt. i:!tr r r
!. i ! ,,ci Xo.li. !. t92.t \{i1 :
co N .RF)F I r L D
o+trr
roll- j 4 1974
C0r/PRtfjS lvf STRFI'rGTH RFP0RT
CL IENT NO
t-A B NO
CONCRE TE NO
CONTRACTOR
101-1
40rl harbo( dd(?
ccbrodo grEs
cckrddo . B@'17
3frl .506'75d7
1031 5ourh f rorraoe roodp o box fq4d -
voi.cobado.01657
JO3 '475.0297
foundation
Sngineering
LOCATION OF PLACEMENT IN
Grtd L; Slab Grld P to
Mountain l'fobile
PRO,JEC
rRUcK ruo 16 r t cKE r No V00eZ80
ME Mtrro 9:18
Vrial1 Line P
truc tlon Corr
ARR I VEO pLAcE c9:5C
to Grld P on Llne 4 to
TI
STRUCTURE.
Grid L on line 4 lo i.
kj
flf
CU YDS PLACEO. . .
TRUCK LOAD ING. . .
WA TER CONTENT.
$,ATCR-CEMENT..
AOM I X TUR E.
CALC IUM CHLOR l DE
M I X NUMBER
SPECIFICATIONS..
OESIGNED 8Y.....
CU YOS OATE OF TEST.
CU YDS TIME OF TEST,
9/2r/74
lA.OO
2SLUMP INCHES
FREsH cDNc. *t.. 141'4 pcr
qn
ENT, AtR CONIINT I'"
'sAMPt-E cuR l NG.,. lao'
Pt.ANT
2T D!i. :r.7
COARSE. AGGREGATE----- PCY
F INE AGGREGATE. .
-_----
POY
,.'+o
eau,/t-o
RA T I O
AEA
oz/ vo
7,WA TER ADOEO.GALS
CEMEN T CONTENT..
1n
1/4,'
dUc' JI IL
1.5-)/4"
'j/ 4rt - S4
i4
sPEcrME.N NUMBER 101-t 215-7 235-7
OATE TESTED t0/2/74 LO/2/74
NUMBTR OF DAY S CUR ET)7 14 28 2b
olMeNSloNs, INcHES
srD. cYL I noEn=6rrX12tl
std std
SPECIMEN WE I GHT'POUNDS 27.94 27.89
ESSD DENS I Tv, PCF tl+2.1 142. r
AREA oF CYLINO.iR, I
STo. CYt. truoe n=28.27
N,
| -ttl z 1o.1'(28.27
TOTAL TEST LOAD 'POUNOS 51000 61000
COMPRESS I VE STRE NGTH'PS I 2L58.2L5E
SPEC IF I gO STRENGTH '['S I 3000 3000
TYPE OF1) orrco
2) coNE
3) veR r I
FRACTURE:
NAL SHEAR
CAI,. SPL 1T
I t I
REMARK S
SAMpLE9 Bv L. Lechner
--lftu
TESTED Bv G. Manzarl S I GNEO
It/- I
sPEc IAL lNsPEcr r0N REPoRftC,[ gCT 1 4 1974
OWN OF VA IL
PROJ ECT NAME,
J?-
I NSPEcToR -7 cr* r''^ete.e.
a4*! /l4t+rJz4El
Lr*.nl I E.Alrv E R
DATE i LOCAT ION veo t coRREcT l0NS REQU IRED
CCNCRETE:
LAE. r ,J ?<zADE '.F,t-z j lt'KJ z-\.
iJt+tt- t trlE 4 q -K ]E-I'FL'
lltlzt tr* E a Fp e*, |i/z " L
$,1ASONRY:
-ITEEt.:
lJAL. ZFI- IEEEL
PRECAST :
0THER: Specif
ADD IT IONAL REMARKS :
FlF oCT 1 41974
coNCRO F rFLD TFST nND
4O0 l-'d(bo( dd.e
ccro(doo ryrgs
cobddo . 80917
3&1 . 5R6 .7547
10J1 socnh frorraqe roodp o box fi44 -
rri.cdsodo.81657
303.47b'0297
RFFO RT
cL lENr No 101-i
r_AB No i01-1-(i2i'-231)
coNcRE rE No i,iountain i'iobile
coN rRAcroR 4iblggi_ggnElructlon Co.
PRO.JECSc'il foundotion
dngineering rRUcK *o -i9 r tcKE r No V002ZjB
rrM€ Ms*.oE:i5 lo^lveo 9:19_o.oaa:._
LOCATTON OF PLACEMENT
tlne ]-d.
I N SrRUcruRE Slab Znci floor i..-P l,ine t-2; i(-K
KJ
flf
CU YDS PLACEO.
TRUCK LOAD t NC.
WATER CDN.rENT
WATER.CEMENT...
ADM I XTURE.
CALC I UM CHL.OR I DE _-
M I X NUMBER
sPECtFtcATtONS.,
OESlGNED 8Y.....
Concrete Ternp.5oor
t1SLUMP ..... +T
FREsH coNc. wr.. r+-,.c
eN T. AtR coN TEN T 4.o
OATE OF TEST....
TIME OF JEST....
F I NE AGGREGATE. .
Air Tenp.
.. _?4/t&_CU YDS
CU YDS
e e r,/t- o
RATIO
AEA
oz/ vo
&
9/20/',i4
10: l0
INCHES
PCF
SAMPI-E CURlNG... j.r8'Dr
IVATER AODED-GALS PLANT
CEMENT CONTENT.. )-2 >'i'. uf..r
COARSE AGGREG^Te- PCY
to .JOB S I TE
1.5-3/4(
)/4" -#4
#4PCY
l>cp
sPlic I MEN NUMBER 101-1 ?29-7 e3b7
OATE TESTEO 9/27 /7 4 9/27174
NUMBT,R OF - OAY S CUR ED | '.1 2l\?8
oIMENSIONS, TNCHES
STO. CYLIHoER=6nX12rl
std std
sP€clMEN rve I cHTTPOUNoS CQ. LL
BSSD oexs r rY, PCF L4J.Z L44.1
AREA OF CYL I NDER, I N2
sro. cYL t HoER=28.27 trua 28.?7 .a ^rt4Qc1(
TOTAL TEST LOAD,POUNOS 70800 702CIO
coMPRESSt vE STRENGTnTPS I ara4 4+6t
SPECIF I Eo STRENGTHiPSI :nn/'1 5000
TYPE OF FRACTURE:
1) otAGoNAL sHeAR
2 ) coNe
3) venrrcAL sPLtr
1 1
REUAR Ks
G. Manzarl TESTED ev L. Lechner S
'
GNEDSAMPLED BY
f r\6u n I
o
4010 hdrbor d6ce
cobrodo sOJnAs
cdorado 60qi7
JO3 . 5S6 .7647
031 souh fror|(aoe roodp o bcx tQaa -
wa . cdo-ado . 01657
303 .4t5.0297
RU
CONCREIF I ELD
ocT r 41974
TFST AND
CL I ENT NO
t-A8 NO
CONCRE TE NO
CON TRACTOR Hibberd Gonstruction
PRDJEC501non
neenr]lg/TRUCK NO NO
TrM€, Msxsp 9:l-i ARRIvED lC:1[.o".o
LocAr loN oF PLAcEMeNT I N srRuclrJp6 Slab linei-i; Gliri ii-C.
Cu YDS PLAcEo. . .
TAUCK LOAO I NG. . .
24 OATE OF TEST.
TIME OF TEST.
9/Lr/7+
il: OO
ITA TER CON TE NT
WATER-CEIt,IENT...
AOM.I XTURE
CALC I UM CHLOR I DE
MI X NUMEER
SLUMP ..... +?l
FRESH cONc. wT. . ji-'-'-
7.:ENT. A IR CONTENT -"'
CU YDS
CU YDS
GAL,/L D
RATIO
AEA
oz/ yo
d/
tNcHes
PCF
. Lrtb.SAMPI-E CUR I NGf .
IVATER AOOED.GALS PI.ANT
cEMENT coNrENt.. 5i- 5i;. pxv
COARSS AGGREGATE- PCY
F I NE AGGR€GA TE.
Air laenp.
o roa srrE
1 .5-3/4"
_J/! j/u* -#usPECtFfCATt0NS..
DC,SIGNED 8Y.....
Coacrete lonp.
o a\v
--=]{-
| v I
q a'rEr
#4
59or
l.lountai-n ilobile
SFEctMEN NUMBgR LOl-l 22>7 224-7
DATE
'ESTED 9/zi/74 9/26/?4
NUUEER OF OAYS CUREO r4 28 ?8
DIMENStONS, tNCHeS
srD. cYL I NDER=6dX1zil
std
SPECIMEN UrE I GHTTPOUNDS 20.0o ?7.90
BSSD oensr rv, PCF t.i4 o O 142. r
AREA OF CYL I NOeR, I N"
sro. cYr- I rqoeR=28.27 | Ha 23.?7 c.a .. /
TOTAL TEST LOAD,POUNOS i9000 5i000
c0MPR€.sS I vE STRENGTn,pS I 1 (f,, ri lo/,q
EPECIF I€O STRENGTH.PS I fooc 3004
TYPE OF FRACTURE:
1) otAcoNAL sHEAR2) coHel) venrr cAr.. sPL I r
?1
REttAR K s
SAfPLED BY
trnou a-l
L. Lechner TE9TED ey G. Manzar'l S IGNED
aa
PLUMEilNG/MECHANTCAL PEFIM|T
rowN oF vAl L fiu sEP a g 1tir4
9s1s September 25
Village Center t'Dtt Buildin
ER Hibberd Construction Co. ADDRESS lL27 Race S
p Maxwell Heating Compan PHoNgTT-6677
OF BUILDING:
oF woRK: E rrrew E eootrroru I neuooel ! nEpnrn
pTloNoFWoRK: Hot Water Heating System
PLUMBING: NUMBER MEGHANTGAL: NUMBER L?s-M I'79+-V
VALUATION $VALUAT|ON$ 29.000.00
REMARKS:REMARKS:
PERMIT FEE
/r
pERMt4 rfe 2L7.5O t
4 gss4
'..Yfu
,1f;u/z
DATE
rNsPE.ilo*
TOWN OF
FIEgI,JESiT
VAIL
JOB NAME
TIME FECEIVED AM PM CALLER
E ornen
MON
OOMMENTS:
TUE
E pnnrreu LocATroN
READY FOR INSPECTION
WED THUR FRI AM PM
APPROVED
. r-rIJ UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
E orsnppRovED E nerNsPEcr
INSPECTOR
Rri sEP2?1974
Town of
rx.F:CTRICAL
Vail
PERMIT .rou N"*". M.t r
^.3.s.*..
& *o Pn*u *a V. Lsss,r:u.e. *
Ng
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
55
$............-...--..........
r..4t,5os-'.-
$...1.9?.,.8e.....
$.-...[.6.S-..,.so. ..
APPROVALS
THIS
#"# .Sup .r*... ".
FORM IS TO BE POSTED ('1{
SITE DURII{G CONSTRUGTION
24 HOURS N)VANCE NOTICE
REQI,'IREI' FON INSPECIIONS
Received By
fual
Checker
?\
.t*--...-k-..-.=....kr-A-
tef Bututng offtclal
Date Paid...-... g/gz/l /
G*r1o.qi^r
OB
' Mrr#?.n Testins $Ituice
.2531 West 8th Ave.825 -5261
L/enver, Colo. 80204
MATERIALS REPORT
Job No or l.D. 902-
Also: Dillon, Longmont
Vail, Castle Rock
Date Testedz j-22'71+
Mix I.D.:7 sacks Slump:2"
Water TerP.: heated water
Total Yards: 34 Yds.
Max. Agg. Si ze : )/ t*"
TinB Batched:
Spec. P.S.I. at 28 DaYs:
Locati on:
Airt 4.)%
Ai r Temp.: &Io
Total Water: +1-20 gals
Max. Size Load C.Y.: I
Time Placed:
5000
' Weather: Cold and cloudY
Tested:
Johnson
Company
RU APR 241974
Crane base
wt/cu. Ft. : 148.0 Yi e] d:
Concrete TemP.: 61o
F A Moisture:
Truck 17
Ticket # VO0O89b
yds.
nme
Tested BY:
TESI CYLIHDERS CV
" Cylinder Dia.l@ t
5.990 7285
Cylinder Dia.14 Day
5)2
Day ulaCylinder
6.002
5.997
2@ Zg Day
5796
5629
57r)Average:
R EMARKS:
Mountain Mobile
Heated Aggregates
Double High EarLY
3 cyllnders eured
P azz
on site
REPORT TO:
Hibberd Constructton
Supervisor- ValI
,lfoi" of Vall
' HibberdVillage Center I
Frasier & Gingery, lnt
COA|€ ULTING ENGIAIEERS
2840 SOUTH VALLEJO STREET
ENGL EWOOD, COLORAOO 8OI 10
TELEPHONE 303 76T-4860
t) -a
.' EaE
Proj ec i//zt-rq*e danr€1 .H-DelW/,/v,/ uM-f - EC-ee- <-
Gentlend
//zz fac* sreeer
Subnittal of three copies ofto the project is required.directly to this office, andOffici a1.
We are naking a Plan Check of the subject project for
r+ith the / /73 /" a.4 . Building code atof the l
The material received in this office for revietu isthe following marked categori.es:
T lanr
all necessary information pertaining
fivo copies should be forwarded
one copy forwarded to the Building
Subnitted
Proi ect t{o 2 452 , l7
Date:
RU UAR 1 81974
conpliancethe reouest
inconplete in
Additional
_Reg*j.r,ed ,
Dazr rr i :-a.l.\vv s4 rr v e
ditional
(o)(t)
(ol
(/)
(/)
(oJ
(oj(t)
all ad
(z)
(z)
@)(z)
(z)
(/)(r)(t)
Site PlanArchitectural DrawingsStructural Drawings
Mechanical DrawingsElectrical DrawingsStructural CalculationsSoil Report
Specifications
No Plan Check work rvi1l be done until
information as narked is subnitted.
A11 inquiries as to the status of thepertaining to iterns of the Plan Check
through the Building 0fficia1.
Plan Check, and questi.ons
Report must be directed
Very trul),^ yours,
FRASIER 6 GINGERY, INC.
4
0- Rasnussen, P.E.
gopl Je&F f A te,€rc/@
/ IAND suRvEyrNg / sronn oRAINAG€ / sTRUcruRAt WATER & SANITA'ION // TiANsPoRlATroN
?o
luun
ftn rAR I 61s74
box roo r vail, colorado 8f O57 o 303.476-5613
l,Iarch 131 197h
Tos Ja'ry Aldri.ch, ValI Buildlng Dept.
tr!@r Jay l{oaburgfu, Vail fibre Dept.
In revi$rtng the drarings of the Vil-lage Center BuiLdtne Cr e.d reading tba
attached speclficatlons, the fflre Dept' tlales tbe follsrj.ng requ€sto or
recormendatime.
1.) Supply tbe Vail Bulldlng Dept. rith necbanlcal drarrlags to sbo,n l0catlms
of the fflre Sysben in ths bruJ.fdtng.
2.) $peclIY that aLL sl.eruese corytectionsr standptpe ccnuectiosr anil hooe
cabinets be equipped rdtb Natlonal Stardsd Tbeads'
3.) Speeify that all nozzles Ln the installed cablnets be of a variable strea'n
type.
, f.) SpecC.fy that al.l requi::ed sianese cmneotions be attached direct\y to th€
tirffafire rsl1 at thC reqotred h€Lght, ard thet a drlp bal! be provided to
drajr that porbLon of the systen betteen the giamese and the flrst valle on
the riser,/rlsers.
Center ProJect, BLdg.
Royston
Hanamoto
Beck &
Abey
March 11. 19?4
Mr. Terrell J. Minger
Town Manager
Town of Vail
P. O. Box 100
Vail, Colorado 81657
Re: Vail Village Center - Design Review
Dear Terry:
On January 4, L914 a meeting was held with Fred Hibberd attended by
Jim Lamont, Kent Rose and rnyself. The purpose of the meeting was
to discusss the parking of the project.
Comments
1. AII condominium parking can be housed in an underground
garage. (9? cars)
(a) The strueture can logically slope to ease the ramp
. driveway gradient from East Meadow. Approximately
five feet of grade can be gained.
(b) The plaza above the garage can step down over the
sloped garage roof"
Commereial parking of 16 cars can be parked on the surface.
My opinion was that commercia.tr parking should not be per -
mitted on this site. The in and out charactenistics would
harre disproportionate impact upon the pedestrian precinct,
require two control gates rather than one, and in general
screw up the interseetion. I personally regret seeing the
intrusion of any private parking onto or across East
Meadow Drive.
.)
3.
-fundscape Archirects:
UndPlanning
Urban Design
Prrk Planning
Environmcatal Planning
Frinr:ipais:
trlobert Royston F,{sLA
isa Hanamoto ASLA
Eldoa Beck AsLA
I(rjil,|o A5cj, ,A,ii.A
Associa tes:
Petricia Carlisle ASr"{
Iouis G. Alley, Ar€hitect AL.{
Harold N. Kobayashi ASr..{
EuBene R. Kunit ASII
Robert T. Battertcrr
Gec'rgc W, Girviir
5o Grc€n Srrcet
San Frencisco
Celifornia 9{l l1
(4rt> t974591
o
March 11, 19?4Mr. Terrell J. Minger -2-
Mr. Hibberd was to further research the garage construction and to
discuss parking variances with the Town.
Mr. Jim Lamont
Mr. Kent Rose
Mayor Dobson
Mr. Fred Hibberd
Eld
tm
cc:
POST IN A CONSPICUOUS PLACE
6 Dec 74
To: The Town of Vail
ATTN: Buildlng Department
Thi s
the
for
0€C s pA
is to certify that !{e, Hlbberd Constructlon Corpany,wi'll conrylete
lation
entire parklng portion of build{ng O wtll be completed ahd
Buildlng Code, Flre Code and Plumbing Code reguirements
be complled with for occupancy by the above date.
2. Comp'lete separation from private construction personne'l to
public personnel is provided.
In the event the above requir€ments are not rEt by Decerber 20,1974,
we understand that the Gertificate of 0ccupancy will becorB void and
t|e may be subject to legal action.
Hlbberd Construction ComPanY
fo1'loring requirements not laterlllat @the Certificate of Occupancy fofSuilding C of Village Center'-
L. The
a'11
wil l
ViCe President
lnltrt
RU OEC s p71
November 27, I97+
box r oo vail, colorado Bt6sz 303.476-s61s
to:HIBBDRD CONSTRUCTION CO.
I'ROtr{: VAIL IIIRE DEPARTI,iENT
RE:
Due to the nature of the occupancy of Village Center, Building D,the system to be instatled in the buiJ-ding is as follows.
The building is to be equipped uiith a rvet fire system for use byoccupants oI the building and a dry flre systetn for use by the FireDepartment. Respectlve line slzes in the bui-ldiug are to be 2"for the wet system and 4" for tire dry system. These s''stems andrelated appliances should be installed in the buil_ding 1n thefollowing manner:
WET SYSTEM:
'l'o be comprised of eight (8) hose cablnets. Each hose cabinetto contain I-1f" valve on the wet system with a 75' length oflinen fire hose on a rack and an approved variabl.e nozzleattacbed. Val-ves are to be so loeated in cabinets so freeturning of the valve is permitted. The center of the valve
opening is to be located 4t6r' above *r.he floor level. Doors ofthe cabinets are to have the wording "Fj-re Hose" r'isibl-e uponthem. Threa.ds on valves, hose, and nozzles are to be National Standard.
LOCATIONS i
Two cabiuets are to be on each leveI. Cabinets on the twoparking levels are to be mounted to eoluntns j,n the centerportion of the garage area, and one is to be approxlmately75' from the lvestern ri'all of the structure, and the otherapproximately 54' frorn the eastern wall of the structure.
Cabinets on the Commercial and Condominium levels are tobe mounted to the wal1s of the eentral ha1lrvay, rvith onecabinet approximately 32' from tlre western end of the ha1l-w&y, and the other a"pproximately 60' from the eastern endof the hallway.
Those portions of the rvet system that are on the two parkinglevels should be equipped rvith some means of preventingfreezing during col-d weather. A dry valve and air compressoris one workable meLhod, but others exist and this point i-s openfor discussion.
Fire Protection tlequiremenr" ,o. \ :
I-2-
In addition, the wet system is to be monitored by a flow switch
that is tied into the Central Receiving Station of the VailFire Department. This flow switch is to also control an outside
alarm and li-ght, to be loeated near the maj-n entrance to the
bui lding.
SYSTEIf :
The Dry System is to consist of 2|" valves intended for Fire
Department use. The valves are to be located at each floor
level 1n the stairwells at the east and west ends of the
building. Height of these valves is to be 4rabove the floor
level. Dry system is to be equipped with a means to drain the
entire system at its lowest point in the building. The.dry
system is to be fed by a Siamese (Flre Department Connection)
located adjacent to the main entrance to the Commercial floor.
Siamese is to be a double 2$". inlet type equipped with a
single clapper valve. Threads on all valves, eaps, and Siamese
conneetions to be National Standard.
Al-1 2+" valves should be installed so that a 12" wrench may
be turned in a complete arc witbout removing the wrench when
removing the cap or connecting or disconnecting bose.
cc: Jerry Aldrich, Vail Building Dept.
DNY
nrfiov 2 5 1s74 rNsPEi*oru F|EEUEST
oerr ?5 trlo.'/ z4
TIME REcEtvED 3:*. AM@
f]ornen ! pnnnnr LocATroN
READY FOR INSPECTION
WED THUR rnl 3: 3o nrvr4f
[!nenRovED
Q ueorrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS 1
ElorsnppRovED D nerNSPEcr
1'' |$0v z s tsta I
Uovwber 25, 1974
Hl bbord Constnuctlon Companyll27 Race Street
Denver, Colorado
Rer lUlllage Centre Eulldlng C r
\*,#"-...'
Allouance for occupancy of Buildlng C ls hereby granted upon thefollowing conditions:
l. The entlre parktng garage wtll be csnplEted and all Bu{ldlrgCds, Flre Code and Plmblng Code requlrements cowplisd nlth
su{tsble for occupfficy by 3t 0acsrber l97i[.
l, Cmplete separatlon frmr prlvate constructlon prsonnel to
Fublic personnel ls provlded.
3. Exterlor surface materlal is totally appl{ed by 3l &ceiuber
I 974.
In the event the above requlrements are noi met by 3I llecsber
1974, this Condltlonal Cartlficate of 0ccupancy wttl become void
and develop€r may be subJect to legal actlon,
DEPARTHEflT OF SOffi,TJHITY DEYELOPIIEHT
Jerry L. Aldrlch
Chlef Bullding 0fflctal
I rNs"=JLNW 2L'gL"Esr
DATE ZL N'*.r -/+
nME FEcEIvED J +s AMdD
AIL
E ornen
MON
COMMENTS:
TUE
I panrrnl. LocATroN
READY FOR INSPECTION
WED THUR or@
APP ROV E D
D uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS I
D orsappRovED fl nerNsPEcr
--t
/ \'\
l
,,#J93ff3'u FIETIUEST
VAIL
ol*e kt k)o,t 7+ JoB NAME
TIME RECEIVED AM@ CALLER
,l
TUE CL=D ,*, ,{sltp ^@
READY FOR INSPECTION
THURMON
GOMMENTS:
{arrRovED E orseppRovED
I uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
! nerNsPEcr
"W{ !,y"::i f ril^[! :,'^!!i' 2* #,r sy"y,y#,'"#:?"j,i?f."f*,x {i :,y
March 26, L974
P[enning Commission
Toqm of Vail
Box 100
Vail, Colorado 81657
Attention: lVlrs. Toughill, Zonilg Administrator
Gentlemen:
The directors of the Village Center Condominium Association visited with
Mrs. Toughill on Monday and were given the opportunity of revierring the plaas
filed bD' the developer for Phases C and D of the Village Center project. We
were also apprised of the request for varience in the matter of the ntrmber of
parking spaces to be provided.
As one of the directors and chairman of a oommittee formed for the purpose of
monitorlng the developmer$ of the balance of the Village Center project, I wculd
like to state the following:
1. The Condominium Association is in favor of the surface 'rgreen belttl
in lieu of approximately twenty-one parking spaces, but with the proviso that
possible tuture usage patterns might require that this epeclfic piece of property
revert to parki:og usage.
2. We favor (as is currently bemg proposed) a control gate to this pri-
vate parking area, wtrich will provide for entry via the main Vail entrance, or
directly to the north of the propertlr.
3. We are concemed with the grades of the interior roadways and the
fact that in driving from one parking level to another, cars must leave the parkiag
stmcture and traverse a distance outdoors. This area will be to the north of a
large structure and we are concenred that snow will ptle up. Accordingly, we
suggest that to truly make the garage workabLe, all exterior drives as well as
walkways to the north of A, B, and C, should be heated by the developer.
Plaruling Commission
Town of Vail -2-March 26, L974
4. We are concerned with fte matter of trash removal. from the buildings,
and were unable to discover, while reviewing the plans, how the developer pro-
poses that trucks will. have access to the trash collection areas.
5. A goodly number of resideuts in the project have expressed interest
in using bicycles in the Village, and we are wondering if bicycle racks or the
like are proposed as part ofthe new parldng struchrre.
We hope that you will give our thoughts due consideration in your planning
process, and would certairly appreciate the opportunity of discusging these
matters with you.
Sincerely,
VILI,AGE CENTER CONDOMINruM
ASSOCIATION
'LU/ttun4,0AA
Monroe M.
Vice President and Director
llttr4R:r
*.\'.'''';'' l'tt ,a , ri):"-
Projecr *^^. t////are &n/"--21 i6d,,4.
SPEC IAL INSPECT ION REPORTfir APR ? 2r.974
I nspe
CONCRETE:
ADD IT I ONAL REMARKS
3+t-7+
t<, 6 y & : s h e_f_o/ _(_"_yS/r__
n t./aur t/tt,f,/r //t t.
It,/./'rt//l4der Cralt-e /" a _ 1ry lf yZs- ,_L'a(d ia///t oo tf
, ;" ';' - ' -'- -:l-
LOCAT ION
(aa. 6et*
PRECAST:
llumber i)l';;
lnrtn
Li.l t
T0: i,lR, FililL r i [ ,i,.r.:i,; _-)
'/lti,-I1,..:,) . ,-'.1,- l- i -',
'_.|r. r:/ii.i: i) i .-:
;L:,lVl.R,'l -l- -.i,,.,.,.( r
S TA TEME}IT
box | 00 vail,colorado 81657 303.476-5613
DATE:Ar''! i i.
We hove debited your account as follows:
,ilSIG,i Ri-Vi r,li Fi. i:,: l';ii,.,i.i;,, i,iAir':i 1 ltll:,
Li:TT[n LiF t],.i'r'-'",.;,i'f ; il1; i:i;,1CLrSELr
PLEASE I'liti(.- .-; 'ir r:i. ir;ll\/r:'i.:l*i- T0 I'frlt- Tllli; i.' .'.'I i.
Tll-1,i;il. Y0ti !
Mr. Fred !llbberd
I 1. "lO Construct ion Company
I 127 Race Streef
Denver, Colorado
Re: Consultant Oesign Revlaw Fees
Dea r F red:
Enclosed pfease find an Invoice for your fee for consultant deslgnrevf e'r servl ces^on V i t I age Cenf re thr<lugh March lg74 as provldsd f orln Secticn 15.700 of fhe Zonlng Ordtuanis. Consultant servlceg a16consldsred separate frorn fhe standard Design Review Fee and iru n"iassesserl untl I consu I tant serv I ces are comp leted for the proJect.Tl. fol lowing summary rs baged on "n nourrv rate of sao.o5;-;;;-ratecshare of fravel time and travsl costs,
April c), 1974
0afe
November 2A-22, lg?j
Decernber 5-7, |.973
December 28, 1973January 4, l914
March t974
Trave I Cost
Trave I Cosf
Tota I
Thls fee ls tiue prlor folf you have any questi'ons
them wlth you.
Yours tru I y,
T0ldi'l 0F vA I L
Dlana S. Toughill
Zonlng Admlnistrafor
Meetlnc Tlrno
IEa.J
2.0
t.0
2.5
1.0
lssuance of a buifon these chorges,
Travef Tlnre Amo un t
I .05
| .40
dl ng permi
I wlll bc
$t0?.00
| 56 .00
40 .00
| 00 .00
40 ,00
91.03
. lg..4J
$5r9.46
t for Phase | | l.
happy to revlew
,a?"'--
t-
Aprt I 8, 1974
Mr. Frod Hlbberd
H I bberd Construct i on Company| 127 Race S"treef
Denver, Colorado
$ubJect: Vl I lage Cenfre, Phese I | |
Dear Fred I
A complete drainage and landscaprng pran for the entlre
v f l lage centre connp lex, as we il as work rng draw lngs tarbui lding D must be submlt*ed prror fo the-lssuanci of abui ldlng permif for. bul ldings I or D.
Pl6as6 subr,rlf thesa l*ems af your earllest conv€nlence50 that fhay may be ctre"ct<ed by the staf f ond submlttedto the Deslgn Revlew tsoard for flnal approval.
Yours trufy,
TOI{N OF VA I L
Kent R. Rose, P.E.
Toxn Eng i neer
dt
cc: l4onroE M. Rif kln, vlt lage centre condomlnlum Associatlon
j.t,'
March 29, t974
Mr. Kent Rose
Town Engineer
Town of VaiI
Box 100
Vail, Colorado 81657
Dear lVIr. Rose:
The directors of the Village Ceuter Condominium Association
visited with Mrs. Toughill last week and reviewed t,he developerts
plans for Phases C and D ofthe Village Center projeot.
We have submitted a letter to Mrs. Toughill conveylng certain
thoughts that the Condominium Association has regarding tbe
project.
We also raised the question of severe drainage problems on the
property, whlch to date have caused a good deal of damage in
Unit A. l[rs, Toughill suggested that it wqrld be more meaningful
if we were to advise you of these problems, and that is the purpose
of f.his letter.
I.r addition to the drainage problems at Village Center, we are
aware of the faqt that prior construstion by Hibbard Construstion
Company, at Tree Tops in Liqtts Head, did not provide for ade-
quate drainage - either arorDld fte buildings or their parking
'.ttt
- -\- .?-rI ___ Tt t
(tiIttTIT|[ I T]ITIIITIU' A M ERICAN TELEVISI oN & C}MM UN ICA TIqN S Co RPqRATI1N
\! -r rr 1 360 SOUTH MONROE STREET . DENVER, COLORADO 80209 . PHONE (303) 321"2224
\/- \J
MONEOE M. AIFKIN
Presidont
o
Mr. Kent Bose
I\4arcb 29, L974
Page 2
structures - and we world like to be zure that a master drainage
pla^n for Village Center is designed by a competeut engineer and
reviewed very carefully prior to approval by the Clty of Vail.
I lorow that you share our interest in successful development of
the Village Center project, and hope you wlll gtve thls matter
your atteDtion.
Si:rcere1y,
VILI,AGE CENTER
Vice President ald Direstor
MMR:r
VAIT.. 75$ Recreation Fee
Building B - 28,082 square feet
Monies Due - Building B
feet
$ 14,041.00
L5 ,878.25
4 ,768.50
3,87!_:!q
38,557 .75
752
Building C
Monies Due
BuiJ.ding D -
BuiJ.ding D -
Total Moni-es
758 Credit
2L,L7L square
Building c
Condominiurn -
CommerciaL -
Due
TotaL Due
Monies Paid
Less Amount Owed
Monies Due Hibberd
Building Perrnit
FIan Check Fee
Total
Balance to be aPPlied
61358 square feet
51160 square f,eet
$ L4,041.00
9 ,639.44
$ . 4,401.56
$ 1,128.94
I J5.6L
$ r, s62.75
to water & se\'ter taP f,ees
$
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,J, -r',/I "4t-l l-*" e' lLh'a*J7Village Center Buildings C, Dl & D2PROJECT:
ARCHITECT:
LEGAI., I
USE ZONE:
PROPOSED USES:
Bob Harford
Part of Lot K and of Tract Cvail Village First
cc-2
Condominium and Cornmercial
65t299.60 square. feet minus 30rL37.40
square feet used for Building A c Bleaving 35tI62.20 square feet
DISTANCE BETWEEN
BUILDINGS:
HEIGHT:
GROSS RESIDENTIAL
FI-,OOR AREA:
NOTE: Total lot
GRFA Bui'Ldings
A&B
T,and required by
1.25 to I ratio
Land remaining
Frontage l
Building C
Side: Required
ActualBack: Required
Actual
Building D1-D2
Front: Required
Actual
Ratio:
Allowable SF:
Actual SF:
65,299 .60
37,67L.75
30,137.40
35 ,L62.20526,75 feet
20 feet
20 feet
20 feet
20 feet
l0feet+3feet
10feet+4feetat nearest point
.80 square feet of building
to 1.0 sguare feet of land
. B0 x 35 tl62.2Q or 28 tI29 .76
square feet
27 tr.00.32 square feet forBuildincs C and D1-D2
Based on the average height of all
buildings, which is 45.74 feet' the
average separation is 25 feet at the
shortest distance
Average Grader 8767 feet at the highest
average grade at A building
Height Allowed: 45 feet
Actual Average
Height of ProposedConstruction: Building C - 44.92 feeL
Building D1-D2 - 23.87 feet
Condominium space
4709,,56 square feet
LOT SIZE:
COII,II{ERCIAI FLOOR AREA ;
-1-
BUILDING BULK CONTROI-,:
SITE COVERAGEr
USEABIE OPEN SPACE:
Allowable maximumlength for any side:
Al-lowable maximumlength for any
diagonal:
Required offsets;
Actua1 length of
side:
ActuaL length of
diagonal:
Allowabl-e percentage :
Allowable square feet:
Actual percentage:
Actual square feet:
Required:
Actual;
Ground Level:
Common:
r/5 reec
225 feet
10 feet upon
reaching and
exceeding 70feet
70 feet longestof any side ofBuildings C,
D1.D2
2J-7 feet longest
diagonal of sub-
surface parking
117.5 feet longest
diagonal of
Building C
702
.70 x 65,299.6 or
45,709.72
43.48
28,334.22 squarefeet includingdrives and sub-
s-unfaqe parking
64 ,781 .A7 (Total
GRI'A) divided by4 or 16 t195,27square feet
38 f791.12 square
feet or total
square feet minus
front setbackcalculated thus;
For Building C -
90 feet x 20 feet
or 1800 sguare feet
for Building D1-D2 -
28L.92 feet x 13 feet
or 3664.96 square
feet
Remainder of front-
age - 154.83 feet
x L0 feet or 1548.30
square feet
Totaling ^ 7013.26
square feet
34 rL27.12 squarefeet or 888
4664,.0 square feet
or 128 consisting
of private patios
and balconies only
+2e
o o
I,ANDSCAPlNG:
PARKING:
Required. percentage:
Required square feet:
Actual percentage:
ActuaL square feet:
Required:
Actual:
Covered Required:
Actual Covered:
202
13059.92 square feet
56 .68
36965.38 square feet
60 spaces for condo-
miniums, 16 spacesfor commercial
76 spaces
508 or 38 spaces
76 spaces
NOTE: The foregoing information was
approval of the 1974 Village
prepared to expedite the zoning
Center project.
Bob HarforArchitectl
-3-
Royston
Hanamoto
Beck &
AbeyMarch 28, 7974
Mr. Terretl J. Minger
Town Manager
Town of Vail
P. O. Box 100
Vail, Colorado 81657
Re: Vail Village Cerf,er
Dear Terry:
On March 22, L974, Jim l-,amont and I met briefly with Fred Hibberd
concerning parking on his project.
He proposed reduction of the size of his underground garage for three
purposes:
3. The gain of an improved landscape space.
Mr. Hibberd agrees to pay all costs related to the landseape space. I
assume this includes the costs of design, construction and planting.
Because of the conflict of private automobiles crossing the pedestrian
area, I support reduced numbers of automobiles. Any trade of qualit,v
landscape forparking is of benefit to the Town. If Mr. Hibberd's
economic gain results in better visual quality for the Town, then we have
all gained.
Messers: Lamont, Rose, Dobson, Hibberd
Principals: Associates:
1. The conclusion that only one
unit is needed.
2. Economic problems.
Robert Royston fASL.A
Asa Hanamoto AsLA
Eldoo Beck ASLA
Kazuo Abey ASLA
space per condominium
cc:
Landscaoe Archirects:
fa rr""ni',
Urban Desi6n
Park Planning
Pauicia Carlisle ASLA
Louis G. Alley, Alchitect AIA
I{arold N, Kobayashi ASLA
Eugene R. Kunit AsLl
Robert T, Batterton
George !7. Girvin
5o Gree n Streer
San Francisco
California 94trr
(,{l r) 397{59.{
Sincer
nnvironmental Planning
F$otvt :
26 111fizcH 141+
To: l/tt, t- plauu,*a Canrrnta6/a4/
,t"/d Dta.o Tdot,l
74tB$rco (a.s/noo/-* oom/z.u,y
SuW\EcT: wlrhazAuu,+1 oF l/^znuea ,Pe aucs*
R
t)E'n k D rAtt,t,
)*tnoaeza Ca,us/zu"/-* &mp,+n y FeaTn-/5r.tzt-y
,Peqr,'rs f s taa I T/yE t/A&tA^rag f<rqu, s f *o /)tzcla
pAn*V,ua €\aee 6 /+ r TH6 Nac-fuet tT EttO aF 7,4,€
Pirzkpa s*eue-luaF Fo& t/ttt-*ca Lep/ee- BE wn'neR-qut/{
ANe THnr Mo A4tu6N BE /Axe,^t, 6 te7]zrz- o,F EiP/n.v*{.a.t
w tLL FoLto q:t g'7{oA-{/-y .
T^HA^I/<'/6e Foa. you/2- doopEp-Alro- /A/,
Tt+t 5 71rro#ce,
5t n, oupal , ,
,e tuhfu
&A
REVIf,l{ FOR OCCIIPA}ICY,
Conncntary as to Code
is as follorvs:
rTlt{ A- 1
A. The Tonn of Vail does not provide exceptlon of the hasement
first floor from consi-deration as a "story" as provj-ded
under Section 420; consequently the building is classified
as a 5-story structure. Ordinance lJo. 6, Series 197L.
B. Construction is Type III- I. For TabIe 5-D lieight of, con-
struction for Group II occupancy is Iimited to 4 stories.
Requircd 5- story h'eigtrt cair be' obtained by addition of
autornatic sprinkter system throughout as provided under
Section 507.
C. Per Table 5C, basic a1lowable fl-oor area is 10r100 S.F. with
I/3 increase for Fire Zone 3 as providcd under Section
505-a and rvith such increased area doubled as provided under
Section 505-b, the total buiJ-ding area is rvithin a11owab1e
linits.
I TF},I A- 2
Frastcr & 6ingery, lnc.
C O N' 3- LJ LruV G E lV G I N E E F S
?840 SOUTH VALLEJO STREET
ENGL EWOOD, COLORADO 8OI IO
TELEPHONE 303 76T.4860
VILLAGE CENTER-BUILDING''C''
Our Job No. 452.19April lI, I974
PART A
TYPE OF CONSTRUCTION AI{D EXIT REQUIRE}{ENTS
compllance, ancl supplemental observations,
A. Section 504-c provides that buildings on the same property
shall be assum-ed to have a property line between them.
B. 0n Sheet A, the scalecl distance lietween existing Builcling
"B" and tsuilding "C" varies fron 30 to 34 ft. Distarlce to
assurned property line varies from 15 to 17 ft-
C. Section 2003-b requires that openings within 20 ft. of
property line shail be protccted by a fire assembly having
i three-fourths hour fire-resistive rating. See Section
4306 for design requirements. l{indow types A and B on
East elevation are not in conpliar.rce.
CIVIT ENGINEERING IAND SURVEYING STORM DRAINAGE STRUCTURAI, / TRANSPORTATION WAIER & SANITATION
A.
ITEM A-3
Section 88, Page 35, of the Specifications states that designis based on use of "Pella" windows.
Section 1505 requires that every sleeping roon below thefourth floor sha11 have at least one window approved for
energency exit. Window shal1 have mininum clear dimensionof 22 inches.
Pella windows as shown on Sheet 15 do not conply. With this
window, the hardware is such that the sash noves fron thehinge side toward the center to a position at center ofopening when 90o open thereby reducing the clear opening for
escape.
Section 8C, Page 33, of the Specifications states thatglazing shal1 be welded insulated glass as norrnally suppliedby the manufacturer. The manufacturerts specifications
(L973 Sweets - 8.16/R0) states that welded or 5/8-inchinsulating glass is not recommended for altitudes over
4000 ft.
Pe11a Unit desj-gnations and rough opening dinensions arenot as shown in manufacturerrs current l"iterature. Desisner
should confirn.
D. Details on Sheet 15 do not provide flashing at exterior
openings as required under Section L707-b.
ITEM A-4
Required escape windows noted under Iten A-3-A above shal1 exit
as provided uniler Section 1305-a. 0n Sheet 1, windows in bed-
rooms 6, 42, and 46 together with windows on Sheet 2 in bedroons7, 11, 42, ar.d 46 exit into areawells approximateLy LZ ft. deep.
The Building Official has stated that any such areawells over
48 inches deep shal1 be provided with a steel ladder for egress.
ITEM A-5
Areawells as noted under Itern A-4 together with high retain-ing wa11s at north and east sides of the building should
have guardrails constructed in cgnformance with Section 1716.
Balcony railings detailed on Sheet 11 show 9 inches clearfron bottom rail to deck. Section 17L6 provides that noobject 9 inches in dianeter nay pass through rail.
In the Typical Stair Detail on Sheet 11, intended designof handrail is obscure.
0n stairway section, handrail indication may be
interpreted a5 pipe rai1s.
B.
C.
A.
B.
1.
-2-
D.
F
2. IlandraiI Corner lletail nay be intelpreted to rnean rail
in continuation of design used for balcony rai1s.
3. Handrail Bracket Detail may be interpreted to mean
rails are bracketed off of 1- inch square posts (to
scale).
I'landrails employed should conform to requlrements of
Section 171I.
Concrete railing is detailed on Sheet 11. No reinforcing-
or anchorage is shorvn. Location of this rail is not noted
or shovrn on the p1ans.
Anchorage of a1l railings should be checked for uniform
1oai1 of--20 p1f. applied-at top of rail as per Table 23-c.
At South sicle of building alL stairs down to depressed
entryways having 3 or noie ri-sers shoul-d have handrails as
per Scction 3305- i.
F
ITEl"t A- 6
A. As shown in Typi-cal Stair Detail on Sheet.11, stairs 1
and 25 exit to- gracle frorn the landings rnidway between the
second and third floors. Barrier should be provided at
the landing to prevent Dersons fron upper levels passing
grade leveL exit and proceeding to loler stories having
no means of . .j-t in accordance with Section 5305-g.
we recommend that handraits be extended across the landing
to constitute the barrier and that separate openings be
provided at grade 1evel to serve upper and lower tiers of
stairs.
B. Doors have been added to Stair No. 25 to provide enclosure
for <lry standp j.pe system as required under Section 3803-b'
LabeIl'ed doors- have been used as required for stairwell
enclosure thereby making Stair No. 25 in fu11 conpli?lt"
for an enclosed interioi stairwell as per Sectj-on 3308'
C. No doors have been provided for openings- at Stair No' I'
The stai.vell is fuify enclosed except for entry openings.
The stair cannot be classed as a-n exteri-or stairwelL since
exterj-or sides are not 50% open'to prevent accumnulation
of snoke or toxic gases. llence, doors should be added
as for Stair 25, ol required openings added.
D. Section 8C-7, Page 33, of the Specifications -refers to use
of wire glass in-the stai-r towers. No glazed openings are
indicated on the plans.
E. No stairway is extended to
roof access is detailed on
is not shotvn.
the roof. Steel ladder for
Sheet 11. Location of ladder
-3-
In accordance with Section 3305-n, Ordinance No. 6, Series
of 1971, Torvn of Vai1, the location sha1l have the- approval
of the Town of VaiI Fire Chief. Rai-ls of ladder sha1l
extend 3 ft. mininum above the roof.
ITIM A-7
Corridors from entrance doors at balconies to unit exit doors
are required exit corridors. Corridor construction is in
conforrnance r^rith Section 3304-g.
Per Section 8A.1 of the specification exterior entrance doors
have B labe11ed doors and frarnes. Per Section 8A.3 all in-
terior doors are l. 3/4-inch solid cole. Interior doors fron
requirecl corri<lor to units should conforrn to requirenents of
Section 3504-h.
ITltl.{ A- 8
Index Sheet of Specifications refers to I'Section 10-I Trash
Chute". Section not included in specifications nor is chute
shown on plans. If chute is to be provided, provisions of
Section 1706-a, 1706-c and 3802-b'7.
ITEM A.9
Dry standpipe has been shown in Stairwell No. 25. A11 areas
of the Uuir-ding were found to be within required I30 ft. of
this location. The following information is required:
A. The Town of Vail Fire Department has made the following
reques ts :
1. Supply the Vail Building Departrnent with mechanical
ar^ai'iirgs to show locations of the Fire Systen in the
building.
2, Specify that aI1 siamese connections, standpipe.conn-
ettion's, and hose cabinets be equipped vrith National
Standard Threads.
3, Specify that all nozzles in the installed cabinets be
oi a v'ariable stream tYPe. '
4. Specify that all required si-arnese connections be
attach'ea directly to the building wall at the required
heightr and that a drip ball be provided to drain that
poriiotr of the systern bett'een the siamese and the first
valve on the riser/ri-s ers .
B. The Building Official has advised that the following will be
required for dlystandPiPe sYStem:
-4-
l. Sections 3803-d-4 and 3805-b-4 have been rnodified
by the Town of Vail to require fire departtnent connec-
tions to be at 4 ft. above grade.
2. A plugged "1ee" will be required for clean-out during
construction at juncture of all horizontal and vertical
runs of standpipe systems.
C. Dry standpipe is shown only on Sheet M for typical floor
pfatl. stairtlpipe must be extended to roof as per Section
3803-d- s.
ITE},I A.1O
A Wet standpipe reqr-iired by Section 3804-b has been shown
on Sheet il -as f oiated on- exterior exit balcony. In this
location cither on air pressurized systern or interior
piping with extended frbezeproof valve is required.
B. Torvn of Vail has arnended Sectlons 3804-d-3 and 3805-b-5
to reouire that valve in wet hose cabinets sha11 be 4t-
6" above floor and that height of hose rack shal1 be
nounted parallel witl'r valve.
C. As noted under Iten A-1-B of this report' automatic
sprinkler systen is required throughout to pernit 5-
story construction. If this systen is provided, wet
standpipe nay be deleted under Section 3804-b' Exception
t.
ITEI{ A- I1
A. Under provisions of section t302-b an aEproved fire alarn
systern is required as specified in the Fire Code.
B. Section 1310-C requires that all units sha1l be provided
with approved detectors of produl:ts of combustion other
than h-elt. See this section for Jetailed requirements.
ITEI',I A- 12
Detail J on sheet 9 shows 3/4 inch cedar lap siding on furring
strips on exterior of nasonry wal1. Elevations on sheet 6
shorv^ areas of application, birt we cannot deternine if the
designation is ibnplete. 'section 1705-c, anended as follows
by the Town of Vai1, will aPPIY:
Section f705(c), Walls lrqqt-Lng on Streets or Yards' "i{ood
veneer of not i*t ess' or
exterior type plywood or particleboard not less than three-
"igfttt-incir^ lSi s;'; in norninal thickness rnay be ap-p1ied on
reiuired fird-resistive rated exterior wa11s as follows:
- 5-
1. One hundred percent (100%) of the wall area
of the first floor above grade.
2. Forty percent (a0%) of each wall area for
each story above the first floor providing it
is fire-retardent treated wood.
Such wood shall be placed either directly against noncon-
bustible, or fire-resistive surfaces or furred out frorn
such surface not to exceed one and one-half inches (l I/?tt)
with all spaces fire stopped as provided in Section 2517(F).
ITE}{ A. 13
Rigid insulation is shown on Sheet 9 as Styrofoam forralls. For
roofs it is specified only as 2 I/?-inch Tectuin or 2-inch rigid
insulat.ion. At Tectun roof as detailed on Sheet 9 shows 1-inch
rigid insulation.
Caution is advised against use of urethane rigid insulation
rriithout approval of the Building Official, particularly since
the Tecturn II product is supplied rvith 1-inch urethane factory
app I i ed.
ITEI\{ A- 14
A. Details on Sheet 11 show balcony soffits enclosed with 5/8-
inch waterproof drywall. Per Section 1707-C, balconies
having sealed soffits shaLl be waterproofed.
B. 0n Sheet 9, plywood soffits are shown attached to 1x 2
furring strips spanning between glu-1am beans which are
up to 4f-8t' centers. Nailing on these fight strips at
this span is not feasible. Furring should be heavied or
screw attachement specified.
ITEM A.T5
Irtith reference to fireplace detail-s on Sheet 14:
A. Precast firebox is noted but not specified. Type of
firebox should be subnitted to Building official for
approval.
B. Type of flue liner not noted or specified. Filling of
void between nasonry surround v{al1 and flue liner as
required for flue support not indicated.
-6-
ITEN,I A- I6
A. On Sheet 14, toilet exhaust fans are not indicated. com-
pliance with section 1305-a for 5 air changes per hour
tannot be checked.
B. On Sheet M, long exhaust ducts are shown fron dyers' The
manufacturer sh6u1d confirn that booster fans are not
required for this installation.
ITEM A-17
A. On Sheet Sl notation refers to architectural for slope to
drain. Not shown.
0n Slreet 11, drain is shotvn in arearvells at stairs at
south side of building.
No indication is given as to where, and-how,.drainage
iio. tn"se depresied areas is to be conducted and dis-
charged.
B. Specification 7E (a) refers-to mechanical for roof drains
and ur". drains. None are indicated.
C. Specification 7C {b) provides for perimeter drains' Size
tbcation and method of discharge not shown on the drawings.
ITEI,{ A. 18
on sheet 11 notation reaciing "Mayot nay not join to wa.lk" is
not understood.
ITEI{ A- I9
street curbing detail shown on sheet 11 should be checked for
comforrnance with standards of the Town of Vail'
-7 -
F
REVIEW FOR
Comnentary
tions, is
ITEI,I B- 1
Frasbr & Eingery, lnc.
CANSULTITVG ETVGIIVEEFS
2840 SOUTH VALLEJO STR€ET
ENGLEWOOD, COLORAOO 8OT 10
TELEPHONE 303 761-4860
VILLAGE CENTER
Our Job No.April 11,
- BUILDING I'C''
452.19
L97 4
COIIP L I ANCE
as to Code
as follows:
PART B
WITH ENGINEERING
cornpliance, and
REGULATIONS
supplenental observa-
0n Sheets 52 and S5
mass Inasonry chinneY
that 2 inches clear
cornbustible naterial
Subject to review bY
ITEM B- 2
On Sheet 55'
of slabs is
ITEM B.3
glu-lann beams are shown_supported.on"assernblage. Section 3707-h provides
shal1 be iaintained between chimney and
Building Official.
criteria for establishing required thickness
not included in the details.
Throughout the dranings approxinately one-half of^the floor
systefi is shown as a 5-intl concrete slab on 2l/2-inch Tecturn
plan over wood g1u-larn beams.
A. Section 2SL6-a provides that wood rnembers shal1 not be
used to pernanently support the Eead load on any masonry
or concrete.
Exception No. I to this section provides. the
flooi' surfacing not nore than 4 inches thick
by wood nernbers.
B. Note No. 2 on Sheet 52 provides only 6 * -6 -
for reinforcing of the slab, indicating that
assumed the 3-inch slab to be non-structural
2 L/2-inch Tectum nas the structural elenent.
non- s tTuctural
nay be supPorted
10/10 neshthe designer
and that the
clvt! ENGTNEERTNG / IAND suRvEytNG / sroRm DRATNAGE / stRucruRAL / TRANSPORTATIoN / wArER & sANlrATloN
C.
ITEM B-4
D.
The rnanufacturerrs literature rnakes no clairn for Tectun
as a structural fioor element. Only reference to-itrs
use is as a roof pl"i-tf.-.i as a form'board' As a- form
Uo"ta shoring it i"q"itud at 28-inch centers with a 3-
inch slab.
Specification 6C.1, page 27, refers to the Z L/2-inch
i:;t;-;;-u iott u6a^r"d"tor ihe concrete deck'
Structural calculati-ons received for review contained
tro r"afysis or comment as to capacity of Tectun'
Proposed floor construction appears to be violation of
Section 2516-a.
On Sheet 53, 3-inch Tectun plank has been
slu-1am beams up to 4t-J-l-/4" clear span'
?"ai.ut" a totai load of 100 psf has been
design (75 psf live load) .
Confirrnation should be subnitted frorn the
inih r..tltm is suitable for use on roofs
ITEI,,I B- 5
used for spans over
Design calculations
used for roof
inanufacturer that 3-
with such load and span.
as shown in Section 22, Sheet
be adequate.
On Sheet S2, open web steel joi'sts used for floors in Units
i{ and J are 14H4 joittt having a clear sp?l oI 25'-0" and
26t-4t1. Per staniaid load ta6le ArsC Handbook, Page-5-295'
ioir. i"ptity it-"ol-"["]+ .g 240 p\f' loading stated in
calculations and i"ta riabfe indicates that the 14H4 joist
ihoufd only be used for roof construction at these spans'
ITEM B-6
A. Design of 1ow retaining wa1l
55, was checked and found to
B. Design of high counterforted retaiaing^ wa11 as, shown ln
Section Zf , Siieei--S-i-ror checked and iound to be -adequateprovidect tirat"vaiiaiti oe design assumptions can be
veri fie d.
1. Design is based on utilizing lu!:I?l-restraint of
court slab in the nagnitude of 7000 1bs' per lineal
foot. SflU-is-""fy i 4-inch slab reinforced with nesh
having a 13t - 0" span as a compression strut' The
calculatiii, ao-r,oi'fiovide any- analysis of buckling
resistance of the slab'
-2-
2.The lateral force of 7000 lbs. tranforrned into the
ir.l-ii i"iist"a only by frictional forces between
itau and earth. rip'""tion joints have been used
b"t"""n slabs and sirear walis paralle1 to force'
hence there is no force tranfer to the walls '
If lateral displacement occursr passive.pre'ssures will
be enqaqed at the face of retaining warls and.ar
;;";;";;iir*ut-itto"n in sections t6ls4 and 17/s4'.
fiii"ir"ii"ii-."tld-iln raterar displacernent of the build-
i"g io 'achieve lateral stabili'ty- of the retaining
wa11 is undesirable.
ITEI{ B.7
Placement of exit lights as shown on Sheet E is correct' Cir-
;;;;i;n is not shownl separate circuits shourd be provided
as oer-Section 3312-C-2.
ITEM B.8
Under Section 301-C the Building Official nay-require platrs
""J-ip"iirications t9 9e prepar5d and designed by an engineer
oi "tlftit"ct licensed by the'state to practice as such'
Only structural drawings have received professi-onal seal'
- J-
i
I
VILLAGE CENTER - BUILDING I'C''
Our Job No. 452.19April LL, 1974
PROJECT DATA SHEET
GENERAL
DeveJ.oper:Architect:Structural Engineer:
Mechanical Engineer:Electrical Engineer:Soils Engineer:
BUILDING DATA
Use:
Occupancy:
Type of Construction:
Number of Stories:
Floor Areas:
Balconies :
Occupant Load:
VATUATION
Permit Fee:
Plan Check Fee:
Fred Hibberd, Jr.
Robert J. Harford, Designer
KKBNA, Consulting Engineers
KaI Zeff and Associates, Ltd.
Condominiuns
Group H
III-I
5
27,720 S.F.
2,632 S.F .
138 persons-gross
120 persons-units
27.720 S.F, C $26.00' $720,780.00z:*z s.F . o $ s. oo 1!,19q. qg
Courts, Areawells and Retaining l{alls 8?000.00
$74r,940.00
$ 1,128.94
$ 733. 81
F
Frrcbr & 0ingery, lnc.
C O fY S L,/ LTl /V G E lV G J TV E E F S
2840 SOUTH VALLEJO STREET
ENoLEWOOD. COLORADO 8OI ]O
TELEPHONE 303 761-4860
April LI, L974
Ii{r. Jerry Aldrichcrti"i r"iral"g 0fficial
Town of VailP.0. Box 100
Vai1, Colorado 8f657
Re: Vil1age Center - Building "C"Plan Check for ConpJ.iance with
Uniforn Building Code
Job No. 452.I9
Dear Mr. Aldrich:
In accordance with your request the plans and specifications
for the subject project, as received March 5, I974,2 have-
been checked for-coirpliince with the Uniforn Building Code,
1973 Edition.
We enclose herewith the following:
Project Data Sheet - General Building Data
Preliminary Report
Part A - Review for 0ccupancy, Type of Construction and
Exit Requirenents.
Part B - Review for Conpliance with Engineering Regulations.
Under separate cover, we have transmitted marked up plans showing
l0cation- of all the code vioLations cited. we will make our
final plan check as soon as we receive the corrected plans.
If you have any questions, please cofitact us at any tine.
Very truly yours,
FRASIER 6 GINGERY tTl-
KORdvr
Enc.
CIVIT ENGINEERING / TAND SURVEYING I
Rasmus elr
Manager
sroRM DRATNAGE / srRUcTuRAr / TRANSPoRTATIoN / wnren & SANITATIoN
Knud 0.
Proj ect
?.;'
C
AGREET'lENT
This is an Agreement between the Town of Vail,
a municipal corporaticn (hereirrafter referred to as "Vail")and rred Hibberd, Jr. (hereinafter referred to as "!libberd")
RECITALS
A. flibberd is the developer of a project in
the Town of Vail, Colorado, known as ViIIage Center.
B. The To'{n desires tirat certain property at
street level at the lJorthea:;t poltion of the vil]age Center
parking garaqe above rr-hlch plans currently calJ- for the
.Location of 22 parkinct spacesf be deleted and the satne converted
to an urban plaza and open space.
c. The Trustees of the Town of Vail have con-
cLuded that the parking garage rvith said 22 spaces is or
vrould be in full cornpliance with all applicable codes of
Vail, but that the elimination of the 22 parking spaces
and the substitution thereof of ufban plaza and open space
is desirable in tha! the substitution will r:educe vehic.Ie
tlaffic and congestion and provide more open space.
D. Hibberd is wi.lling to aPFly for the necessary
variance to el.iminate tbe 22 parking spaces providing a
building permit will be issued by the Town of vail for the
village celrter Building c, the parkir,g garage and Building
D.
In consideration of the recitals and of the mutual
covenants helein' it is agreed as fo1lov.'s:
1. Hibberd agrees to apply for a variance for
the elimination of 22 p.rrking spaces whicli are presently
required to be placed above the East end of the Village
Center parking garage and. in lieu thereof' to convert that
same area to an urban plaza and open space at street level
at the Northeast portion of the Village center plaza,
' .?. ln consiCeration of the loss to Hibbertl of
the adjacent parking l-o his Planned comrnercial facilities'
the Tosn of VaiL agrccs to grant the above-described varl-ance
and to issu€ a building permit for the villaqe Center Building
C and agrees that constructicn may Proceed thereon. The
building permit for Building c sha]l- be issued to Hibberd
on the execution of lhis agree:r.ent' As soon as the plans
for the garage are finalizeC, rrhich is expected to be on
or before flay 15t L974, these plans will be submitted by
ltibberd to vail and a buildinq permit therefore requ€sted.
Hibberd agrees to complete the construction of thc garage
on or before the date that Buildlng c is completed. In
that connection, HibberC agrees not to occupy or request
a certificate of.occupancy for Building C until the garage
is completed
3. Vail acknowledges that time is of the essence
hereof due to ttle Jull' I, 1974, Ceadline of Public service
Company of colorado regarding the enclosure of space and
ALL Pe-apEfe* AppC-zuat_
a- E-11^Er:-1 A
') 'tst/t 64c.-A'rc I+'!tti co"'t-
Ll c{+rT 5
EEi.rc.lr'r3 6
t^.,ALla vlrry+5\dY!^tl.^ D T Dg6l4tr{
oE?<F'4elo Ac<1L 'ci{T€
F€lsovet*, €@^ e.D
r?2.aF>,
o
use of natural gas in order !o assure the priority for the
obtaining of natural gas taps, vail therefore ackrlowledges
ehaL fhis agreement must be signed on April 16t L974,.
4, The provisions of this docun6st shall inule
to the benefit of and be binding upon the partiea hereto
anal their succes8ors, heirs, and assigns.
Dateal this ISth day of Apri11 I97{.
TOWN OT VAII,
llayor
APPROVED ,BY THE TRUSTEES
OT TflE TOWI.I OF VAIL
APRIL 16, 1974
ffi
By
-2-
L
r, I
AGREEMENT
This is an Agreement between the Town of Vail,a municipal corporation (hereinafter referred to as "Vai1")and Fred Hibberd, Jr. (hereinafter referred to as "Hibberd")
RECITAIJS
A. Hibberd is the developer of a project inthe Town of Vail, Colorado, known as Village center.
B. The Town desires that certain property atstreet level at the Northeast portion of the Village Centerparking garage above which plans currently call for thelocation of 22 parking spaces, be deleted and the same convertedto an urban plaza and open space.
C. The Trustees of the Town of Vail have con-cluded that the parking garage with said 22 spaces is orwould be in fu1l compliance with all applicable codes ofVail, but that the elimination of the 22 park:-ng spacesand the substitution t.hereof of urban plaza and open spaceis desirable in that the substitution wiII reduce vehicletraffic and congestion and provide more open space.
D. Hibberd is willing to apply for the necessaryvariance to eliminate the 22 parking spaces providing abuilding permit will be issued by the Town of VaiI for theVillage Center Building C, the parking garage and Buildingn
In consideration of the recitals and of the mutual-covenants herein, it is agreed as follows:
t. Hibberd agrees to apply for a variance forthe elimination, of 22 parking spaces which are presentlyrequired to be placed above the East end of the VillageCenter parking garage and., in lieu thereof, to convert that
same area to an urban plaza and open space at street levelat the Northeast portion of the Village Center p1aza.
2. In consideration of the loss to Hibberd ofthe adjacent parking to his planned commercial facilities.the Town of Vail agrees to grant the above-described variance
and to issue a building permit for the Village Center Building
C and agrees that construction may proceed thereon. Thebuilding permit for Building C snlff be issued to Hibberdon the execution of this agreement. As soon as the plansfor the garage are finalized, which is expected to be onor before May 15 | 1974, these plans will be submitted by
Hibberd to Vail and a building permit therefore requested,
Hibberd agrees to complete the construction of the garage
on or before the date that Building C is completed. Inthat connection, Hibberd agrees not to occupy or requesta certificate of occupancy for Building C until the garage
is completed.
3. Vail acknowledges that time is of the essence
hereof due to the July I, 1974, deadline of Public Service
Company of Colorado regardi.ng the enclosure of space and
ALt- pa,opee_ Appp-t'rzt.r*
c-E \T'ER\ A
-l 157t atqAFra
.ourcrtrf b
B€rhlc,llE 3
l,r./Ar_lahrt+J
\Jvt^EJ^^o *ft) El'6l4r{.
t+'i tli' ae"rz-
aE'?(FatAE Ac<rqcI6
Fr€ritr;'tz %e-,a
i.
use of. natural gas in order to assure the priority for theobtaining of natural gas taps. Vail thereiore acknowledgesthat this agreement must be signed on April L6, Lg74
4. The provisions of this document shall inureto the benefit of and be binding upon the parties heretoand their successors, heirs, and assigns.
Dated this l_5th day of April , 1974.
TOWN OF VAIL
Mayor
APPROVED -BY THE TRUSTEES
OF THE TOWN OF VAIL
APRrL 16, L97 4
Fred Hibberd, 'Jr.
By
-2-
!
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ing Eng ineers
4ht Job No.--
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TOWt't-oF--t/A I L
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INSPECTOR -71^ ft|ereR- @)
DATE ; LOCAT ION VED I CORRECT IONS REQU IRED
COI,ICRETE:
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'"';-:ie: Ce;rent !.eiio
AEA
L-;i,/biCK i-ttater ediecl @ Plani , Jcb
\bcr,
PCYCer,rent Corient
/"-_ l\t.J c::)
i"!./a-\,
(ncr-c /--.^-6 ^ x -.,-^^: +^\/!c-r. >E h.9'Jrc9(: Lg
F.ina I .r r.; rq' ,r a f p
iul
r,,r:): .l
itrriliei Ccres
i c 1?-51
i^= t-i - '-r l,irr
iD:te Tesied
Di::e:.s!ons inches - Std 6 x 12 C';i
,S:e c::i.en $It . Lbs . ISSD/C . lS 63 Ci
i."-e:gn'- PCF ESSD
:..'-.--e: Sc. incaes - Stci Cv: 2e-?7
Tests at D3 ^ 'i ^-+of Speci "len
5ri
1, \ r-:\
\r,/ \ L,/
liag. Ccie
Shea r
.J--:Ci;f l - -r\Clitl.i r Ii L-1 i-CJ
r -! _, '-:= i]l
L::: c: u le
tll
q,-:ir-
Ittt Iri
i C:CCC
i - -..r-.'-'L Ii-^';?J. t 3: C]: lai.
S ano ieti T. ci. Iieier5iEreC
CO
.l- ei ic::
ffi"&m$€#se
, '1 a i : ."
g'J,::i ':> i utii{i.i.i*Jll
-'i 4:'! i i r. l:1
i::PCR? Cf' COI{C:.E:: iiEi-D T:STS & CCi'i?P.ISSi\a STFI;I:GT:I
ASTId \'1E:=ODS IIJDiC}.TED
clli il,flAytrTig14
1C33 South Frontage F.oad $errt
P,0. Bo:r 1944
ltal-1, Colcrado 81557
4O1C !-tAFgOP f'LACF. COLOaAD,.I SPH iN3S. cClSFp-DLr d3ci;
3A3i'ii5-764J
Contraclor:
?rcject:'* ' '
|ob No -
Letr. ll c .a l.lU l- l-i. l-: i
iriixec -iiA
F-rr i y e.:
D':te f"{olcieC:Time: 2;CO !H Curinq of Sarnplej-l hb...&D l.{oist iloor.*u 3l-€ 6 -
24 hours frel-d '"hen lab
\Yl . of Fresh Co:rc. PCF IiA Air Conieni li;- %
c i-18-63 c 23i-62
Ga]./Loaci'Vcl , of load liA cylTruci<
U -14i - o tr
Gai,/Sack Waier Adcecl ag Flant , Jcb Siie t,=l
Ce:nen: Conie nt
(Ga1)
:-r t-'\ r
-"U r
*-'dlz;',
(-.,=nc f-n-_ :'q e Al.lrr:'pn> f a
Fi na .l r-r r.::-rr i-; io
^ /tt L,\
-i 1l
PCY
;_\--i-,^ L--:rsJiYrr rJy
J
I PCY
Ccres
f- l.a Ct,
t,r3 i3 leS;eC
Di:r:rsjo::s inches - Sti 6 -< 12 Cyi
I
S::cinen izt. Los. iSSrl./0.1963 Cl
;i:-eighi ?CF BSSD
:,i;ea Sci. Incaes - Std C:-1 28.?7
i:iai;':ed Lrrs.
Tests at Days A e - Last no. cf Sreci r,en
?;.;e oi (li
r :3 Cir.iae
jl
L-*1
:3^-:er,gtl - -\ctu.i i'Si C3i;-36
S:-"er.;ih F:cy'c. PSi Scr:ciii::cl
Diag.
Shea:
ln\
Cc::e
i?)
2t.27 | z!.2
l OZCCC 'ic?7i0 i 1z:c00
TasleC B't. T. J, i.ej.er Sanpleri ts;r: 1. 1-. f.ie:-ers j gr:ed 3y:
#.$?a,wer$ss
|. *.: : i. +r - 'i 6r ' r 1 ? r \ ^ |*-ti \,1 .,' trE.'ts;i, ivrl
.i a.q- rCi.r{:'1.3
::.POFT Ci- CCr',lCRiTE iI:i-D TISTS €. COl",1.DliiSSlr,E S:REIiGTH
AS? L{ ivllTHCDS INDICAT:D RIf MAY g t974
1033 Souch Frontage Road l.iest
P.O. tsov 1944
Vai1, Colora<io 81657
401o HAtIBO-ri PLACE, COLiIRADO SPFiNGS, COLOBADQ e09i7
3031 59S-7547
C:ii:ectcr: I'icunialn Buiici.ers
Locetici cf Fcur in Structure Cf f ice. '"erra.c'd
T^]r \1^100-1
Lab. No. t0.o-1-('i-5) __-
Conc. Co.
Ti no Ll i r..o.-l I 1 . r.: :-t.''t L-J I f !.
D:ie l.,tciaed: t,/29/7t'Time: 2:,l5 Curing of Sar.rplefl . I3b, &[ ]doi.st Roorn
\r JI-Oo
Sl':nr
c 3i-56
U I+J-O5
of Fresh Conc, PCF__J-fr-J5__*_
c 138-63
Air Content 2.i
c 231-62
Gal/T e66 -
:,i--^- /-/ -^-g n-..:^\r :i,€i'v.:l:.;llL ncl::J
ra - !\';ilF.:. AF L
? {ir- r.'^ .-t r.;,-\ -! L, . -\'1!r ^-
l-JerLvr . )2
Il\:: < icn 1r-r
Ga1-.r-i.3g1 iYaier AdCeci @ Plan- iob Sita 70
Ce::rent Conient iGai)
PCY
(Gal)
SK,.'C'
Ccarse AEgregare
Fina,lnrrran,rla
pr:v I L4.:;.r \JL
PCY - 3ft"+.
iCr,lt=C Cores
I
I LJ +l -oq
i^rbpe c !nen l.lo.
Daie Tes:ed
iDi=ersior.ls inches - Sid 5 x 12 Cvlt_
Yercii FCF ?SS]
l-^;ea Sq. inches - Sic Cy.l 2'd"27
Tc:=l Lcaci i.bs .
Tests Days Age
ir)
Sl.rear
\Li i?\
S olit
I
lS'-:ar:th - Actual PSI C3?-66 ^,/ t t' | ^a-.^.3+0 1 ao)Y
Tesled By: T, .T. j'1e-i er Saepled tsy: T. J. 1leier' Sigiied By :
i:: APR2glgTO
Aprll 26, 1974
Esrbert Earrocn
Blbbard Csnstruetloa Co.
P. O. Bsl 601Vall, CO 81657
Dcer l.Ir. Harroun;
?he trag*fotasr whfch vlLI" aupply eleetrLc powcr to Butldlsge f end D csn bs
loeeted uder the sta{nrsy aa loag sE Eore ttl*n sae-half of tha tranafornsr,
oa el.thcr elde, le aot dlrcetly "ader ths staLnr8y.
Thc relocatLon of the cxlsttnB trrneforusr shlch acrrGr the orl.g{rif,l brrlldtnge
e6n bs at the loectlon thst $er dLeegeecd la osr raactlps oc Aprll 3, 1974, at
the goly Crcsa Electrlc b$lldlng, upoa thc follmltng cotdftl.ang:
1" Acsose easem;at prwidad for lloly Crose Electrlc Aceoelatlolr.
2. g{tbcr the secoodary eeblee @Et be abla to bG rtuffcd back dcrn lnto
th* veirlt otr affie forn of ltfttng rnuet be provldd ao aa to ell.sLaata
the probls of tha aceondary eabl,ae bal*g dsmsgcd $pon ranoeel of thr
traneforner.
3, i rollfug platforn sret bc provided for the truuforner, dest$red to
wLthet€od 51600 pounda,
4. A1l of the abova requtrements surt bc preaated to Eoly Croes Elcctrtc
At*act"atio*. isd aeeapted, bcfore Eoly Croee Slcetrle AssaetattEa trtll
glvo apprsnal for the reLocat{on of the cxlstlns ttueforncr HhLch acrras
the origrml bulld{rrgs.
Ho].y Croee Eleetrl.c Aaaoctotlo'n, Inc., rrqulrco &bat fio a6n connects crn bc uedc
tf, nctere src locstad ln lockcd roclsr Ha hope you rl11 coop€irate rith ss on th{*
pollcy.
If you have Eny furtbar q$cstloss, conta'ct rithar Rlchard Brtnkley or uycelf.
$lneerel.y,
(-!r. Aldridge, Buildlng Dept., Town of Vail
April 26,1974
Mr. Fred |llbberd
H I bberd Construct I on Company
| 127 Race Street
Denver, Cotorado
Dcar Fred:
Please lef thls serve as authoriratlon to utll lze a smal I portion
9.f f ?ll green be tt f or park I ng ot construcf lon tra t lers dunl ngthe 1974 bullding season.
The area to be utt I lzed ls dlrectly norfh of Gore creek, southof Vlllage Centre and befween the pedes?rian bridge and tho l{lltowRoad Brl dge.
Before fhe vlllage centre proJect ls consldered complafe, thearoa wi | | be completaly restor€d to the satlefactisn of the
Town
Yours tru I y,
TOWN OT VA I L
Kenf R. Rose, P.E.
Town Engi n€6r
dt
PROJ ECT
O!']NE?/D
SUBI,'I I TT
LV_LUTtrK
r 4r qATtr
ENTITIES
PREL I!\,I IIJARY STAFF
REV I.EW
MASTER PLAi.I
DATE PROCESS ING
RTCE IVED DEADT INE----
DATE
COMPLETED S IGi.IATURE REI'1ARKS
,-n ' LA!,IDSCAPIl3
4i:fii+ll:'
4nea. cHEcK
q'/o'/'/
4 fug..- -rc tr+'4tv 'A-c'A tA
nv, -+r*JltL-
6r2y,"iur2,iu4}'y.2=#
4- tt-7/
,-Tf4PACT REV !E'v.J
.DES IGN CIiECK
ENV IRONMENTAL
ENV IRONTlENTAL
IltlPACT REPORT
rfovltt cout..c t
.r . . REVIEW
r'/-d-P DESTGN REVTEw
/- rlF rNAL zoNtNG, REV I LW
ZON ING CHECK
-{t-axr. coruNl .
r-f,U I LD ING DEFT .
PLAN CHECK
MECH/PLBG.
ELECTR ICAL
PUBL IC hORKS.
F IRE DEPT.
DEVELOPIIIIIT ROUTI;IG SLIP
PUBL ICAT I ON DATE
TYPE
HEAR ING DATE
FECE.AMOUNT
ltoa,t o
DATE PA ID REMARKS
PiRMIT. BLDG.
VAR IANCE
COND. USE
ENV I R. IMPACT
PLAN CHECK
RECREAT ION
P LUMB I NG
MECHAN ICAL
ELECTRICAL
dcs tq*; vPgie,,,-€fffF*rrnld*Woo*t!oo te l'cl ,
-;Il:tTNSPECIE'N FIEeUESiT
I?*N oF
i , it.r,l?, t.
! ornen E pnnnel.LOCATION
READY FOR INSPECTI9N
WED 4-.rnUH- -p
E orsnppRovED
.,'."--\,
l..,PtE;sL:FRI
.,.--il-AMPM]
I}'I APP ROVE D
E uporv rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
! netNsPtpr
I:)'
DATE
INSPECTOR
a
-let - qcz z
tuz
REVIEW FOR
Itern A-1
B&C
Item A-3
A-
B.
Iten A-2
Apr11 18, 1974
VILLAGE CENTER - BUILDING C
OCCUPANCY, TYPE OF CONSTRUCTION AND EXIT REQUIREMENTS
- Del-eted from conslderatlon by provldlng non-eom
g1u-lams.
Wine glass wl1l- be lnsta11ed 1n the approprlate wlndowsas approved by the Building Inspector.
Wlndows lnvolved w111 be butt hlnged on the exlt sash
by. manufacturer to pnovlde proper clearanee - adJaeent
sash w111 operate as manufacturen lntended.
Glass as manufactured by PPG in Denver for spec. useover 8000 ms1.
Dimenslons do confor"m to 1974 Pe11a Qat. for R.O. slzes.
WiIl provlde flashlng: Drip-Cap
c-
D.
Item A-4 - Ladders will be provlded as
Inspector.
1127 BACE STFEET T DENVER, COLORADO 80206 I TELEPHONE (303) 355.6400
discussed wlth Bu11d1ng
ftem A-5
A - Guardralls wi]1 be lncluded to conform - shop drawlngs w111
be subrnltted to verify.
a o
III
B-
D-
E-
F-
Item A-6
A-
c-
D-
E-
ltem A-7
-2-
A11 handrails will be adjusted to 8-3/4" to bottom ra11
and st1ll maintain 3t-6" 0.A.
Stalr rails are supplled by stair manufacturer and complywlth sections 1716 & 3305 (1) including supplementalregs of Bullding Inspector.
Has been deleted from use.
Guardraj-ls manufactured to conform with UBC & OSHA regs.
Handrails in entryways will be provided and wil-l- be ofsimilar section of other speclfied guardrails.
W111 comply in this manner 1nclud1ng addttlon of second
door on north side of stalr #25 at G.L. exlt.
Stalr redesigned to conform to exterior stai-r regs.
Glazlng deleted after spess published.
Ladder 1n stair #25 from top landlng to roof. Locatlon
approved, ladder termlnates at trBllcorr roof hatch in
manner approved by Building Inspector.
- Refer to door schedule showlng unlt entry doors in
compliance 3304-h. rrBtr 1abe1 doors, frames and hard-
ware provlde 4.!X protectlon requlred.
Item A-9 - 0vena11 conformance to Va1l speclfication and code
requirements wlll be made for dry standpipe.
Item A-l-0
Item A-B - Has been del-eted.
A - Interior
.. and will
C - Refer to
Item A-11
plplng wlth freeze-proof valve wlfl be provlded
conform to Vall requlrements for wet standpipes.
ltem A-1 .
A - As d.iscussed wlth Bul1d1ng Inspector, Statltrol smokegard
ion. fire detector (ICBO approved) will be placed as
deslgnated by Building Inspeetor. Flre alarm system was
deleted by Bul1d1ng Inspeetor.
1127 RACE STREET r DENVER, COLORADO 80206 r TELEPHONE (303) 355-6400
-3-
Item A-12 -3,/4'? fur:rlng does not exceeU ,-rrrrr. Furrlng ishorizontal provldlng flre stops. Furrlng and cedar"panellng are non-com as eertlfied by Koppers, Inc.Al-ternate: Std. mat. a111ed dlrectly to non-commasonry surface.
Rigid lnsulation 1n roof 1s rrFesco Boardtr whlehis approved by Sectlon J204 slnce roof complleswith Sectlon 3203(e). Tectum II 1s nelther speclfi-ednor w111 be used.
Item A-1? -
Item A-L4
A - Balcony sofflts will be adequateJ_y waterproofed.
B - Screw attachment specified for all sofflts.
Item A-15
A - Finebox 1s precast 2-I/2n thlck supported by std. masonry.Will be subrnltted for approvaL of Building Inspector 1fdeslred.
B - Flue l-iners are std. slze, glazed and flred clay (f1reclay)flue tiles wlth supportlng masonry aLl in eompllance withChapter l/ of UBC.
Iten 4-16
A - Ducting from baths must have been overlooked. Sheet Especl-fles flxtune B whlch provl_des a 50 cfm fan.
B - Manufacturen suggests that 20 ft. of vent be consldered as
maximum for dryer. Deslgn length of vent w11l not exceedthis maxlmum.
Item A-17
A - Slope clearly speclfled as 20 in south areaways wlth nonthareaway to be slnilar. W111 be submltted on dralnage pl_an.
B - Roof drains are deleted. Area drains are to be 4t' C.I.pipe connected to CMP storm drains.
C - Perimeter dralns are to be perforated CMP connected to
CMP storm dral"ns.
1127 RACE STFEET I DENVER, COLORAOO 80206 I TELEPHONE (303) 355-6400
t
-4-
Item A-18 -C1ar1f1ed by plot plan
walkways.
Deta1l wlL1 be verlfled
Town of Va1l .
Item A-19 -
REV]EW FOR
Item B-1 -
Ite$ B-7 -
1I27 Fi,ACE STREET r DENVER, COLORADO 80206 r TELEPHoNE (g'3) 355-64@
havlng been connected to
approprl-ate tlme wlth
as
at
COMPLIANCE WITH ENGINEERING REGULATIONS
As per detalls a mlnlmum of 4n wl]l be provided
between the non-com. g1u-1ams and any flue llner.
Separate eircults will be provlded as shown fon exltlightlng lneludlng separate exlt panel .
br*rt a.--,
LI
17
7 ft-1',*r
Tqres
4P.FA *_ ral-o $l€D__ FDF- _ t_tt# tE:
_F>l:D4 _4RF\ _ zttrlr_-t?- €E!t t - l*za-1a-gE-=
4f-gt-62 ee--
RIT UAY t 5 1974
SPEC IAL INSPECT ION
N OF VAI
REPORT
It-
INSPECTORPROJ ECT
TE i LOCAT ION ROVED I CORRECT IONS
COI.,ICRETE:
? o u *rrt F.r6- R,eIa,",
v\; Atl Flo
|\4A SONRY :
STEEL:
2'ln, t r dc WttL f,o
Rn.Te.r-oo l5 1 Ht$6tt E tzg
hnrs Se'zr o t7-
Pott'Zd/odt- (gf4,^)c
PRFCAST:
OTHER: Spocif
ADDITIONAL REMARKS:
TOWI{ OF t,AIL
BUILtrIING PEtrMIT
t:
I'
li
Ser
; t'"*nF';t:t,
rrr;fu:,t:"',"*i:ffilil:,j^,lnr;l1i:;:;r^1ft
;?r
:"';;"":;.;Ii;H:-iJ
;*
^ ***i *# ;:.? i*! ;,:;;
1ouou"\, ------...-t..-/ =---:l'
';;p;,.lTllkrrDcE ...
". ll",*u.r' n"Juo".n"Jl", r^,,,
EASEMENTS
'"'.:f
TOTAL FLOOB AREA
TOTAL LOT AREA
FLOOR AREA RATIO
VARIANCE
EXITS R EO,
UNC )V€RED
PLAN CHECK
APPLICATION
ACCEPTEO
.1
t".
j PERMIT q
I IIEREBY ACKNOWLEI GE THAT I HAVE
READ THIS APPLICATION ANI, STATE THA.I THE
ABOVE IS CORRBCT AND AGREE TO COMPLY
WITH ALL TOWN ORDINA{CES AND STATE
lstg'+
zo
F
J
DATE OF APPLICATION
N€W () ALTERATION () AODITION ( I REPAIR
USE OF BUILDING COVERED
SO. FT- OF BLDG,OFF ST. PARKING
NO. OF STORI ES OFF ST. IOADING
NO. OF LIVING UNITS
MAIL ADDRESS SO. FT. COMMERCIAL
FORCED AIR ELEC UNIT I )
LOT BLK FILING
1. TYPE OF CONSTRUCTION I II III IV V I HR
2. OCCUPANCY GROUP A B C D E F G H I J
DtvtstoN 12 3 4
SPECIFIED
FIRE SPRINKLERS
WET STANDPIPE
DESCRIPTION OF WORK
ANCY SEPARATION
k*;o* L.l
TOtryl{ OF
BUILElINGi
t|A IL
PEFIMIT
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
UNCOVERED
APPLICATION
ACCEPTEO
PLAN CHECK
FOVAL
Penrtltr #
APP
R
I ITEREBY ACKNOWLEDGE THAT I HAVE
READ THIS APPLICATION AND STATE THAT THE
ABOVE IS CORRECT AND AGREE TO COMPLY
I{ITH ALL TOWN ORDINANCES AND STATE
4' w&,* P,,,t6 94tz tr
I W 4r"A ??o trr
?'/{,To p sor z- t tatr pFtuc ee.ry) ua
q/ sA '^+'&,t!t! Q * d, flF
T il*L' P L*z-* *+E/t onlY
T q+-+L #
Liio,'"
-L o.o8"-o o
\z6aa
8 49*ilo
| 40d,0.
1'-/,11''?
#
6.+
le3
j
q
L?#
Iffi
{2"
I
tlAY 1 11974
Road I'lesi
Flu
Lil 13 n("i*;)ttFH#fEffS
! rl i\ d I r-;\.--i - z:r.1 ..:-1 rl{!r1 .lrt'-: i .i i u';i..i'i!rr"Jrl
; -:" 1,!.li?l..tii
:. _ ,, j:. i l_: r_ i-r: 1,.- t_.: .r;
1C33 South Froutege
ll .O. l',or -i-944
V:-il , Ccl,:rado E1157
.i0lt HAPSOH PLACE, COLCFiADCJ SnFiNt;5. CC.'L']:iADC 9r.t!I7
'i i'ii 596-15.71
F]:I,D 'iESTS & CL'r].i.DIESSiVT ST:iE}IGT:I
AS?I,i i\.{ETFICDS iNDICi-T;D
Contre cicr:
D r/1i 5 /-i .
i,ocdtiorl o
balcony G.
T;-cck No.Ticket },lo . \I-OC 1 025 Cu .Yds
i :.1-r l\;n
Conc. Co.
?i.ne
. PLaceo i.- Tine
10'i- 1
. n. 1 t'.- -1 ^,\lL./l- l-\,- IL j
Arriveo c:+C -,:
D:ie lu'icldee: ,/2 /'7i. Time:1llO .r!,! Curing
c 3l-66
OI Damp-ie X?- I<l-ab. &fl l.,ioisr Rccn
Ccntent 1o/
c 231-62
Gat,/Lcad -
'1nrr r n e:-.o Tcni-.r ' .eCf
Siump !'r Wt. of Fresh Conc. PCP . -r, a! "i.J ALf
c 143-65 U I.ib-CJ
'Jcl . of Load uJl rr uv,\
\r'aier Ce:nent Railc
AinLr:rure: .iEA
Gei,/Sack iVate: i.cdeC Q ?lent .job
cz/cY Cenenr. Ccntent
Coarse AgEreEate iu !
l\sc inr l:rr line Ag-oregaie FCY
e. / i,tl
PCY
q i:.f n--..,-:,\ -\'\t d 1l
<',. 1r'
DrilLeC Ccres Tests at Davs AEe -r - ^+^ + c.- ^ ^-i -.. --. ir^L r L, ai C vl -i-E.L: -i vnc.
\,,tn E,r
1L)i-
i)" t?\\!i {w/
,--.r a r,l
'a rl
irori.T
3Ctf
. /', /'i |'
T-\;-,-* -:^-^ i- ^:-.-.-
I - Stri 5 _:< 12 Cyl
;Sseci:er r.'y'i. Lbs,eC qi-r ,/i ..r.! 63 CF
i\\reir;:r: iCi lSSl)I a)-.).t)
.u'ea Sq. I;ches - Stci C,rl 25.27 1 z,t .;:'l ;,"8./i ::r'/:, i.a
?rriel I n;.d i --.:q
S ra l- i r- ;,;l )ln
I
t*l:.aiaiitis
i
ti-! /
1i)
Slrcar
t--.lii
i-j
---lli
s
:
:l
- Aciuei i'SI C33-6b r;
C, C.) i:)
le,:'rJ :SI Sr:rc'i:eJ:-a
'la.:+a/l 11r- t:.
.r * " :_, /_\ .1^ "1
Sanpl.,=d iiy: .i . 1". r,,e j:.,.* IiigneC 3,-' :
'-s-tt lilt
303/ 536-7617
tiELD TiSTS L\ Cill.i?iii5SI",'E S!P.EIIGTH
I
1033 Scurh Frontage Road triesi
P. O. Bo:< 1944
Vail, CoLorado 81557
,?O1O HAR3OR PLACE, CO!OFADO SFi]I\iCS, COLQff.ADO gC9.1)
ol
^
.t
'i i l4iJi't,Jil0I
.. r rl;lJAl'rlitrr,.i!rr,vrrrr:,
:: FO:iT Oi ai(:li iCl,:-i5
irliT],1 l,'lETiioDS I llDiCA'ISD Flu. MAY I 1974
C::,'-:,: c'.c r:
)-.1i----.
Loca i::r. of PcLlr
^ n-a+ -.!^--^F^(/c!; , |: vv: -.:;g'r-, ^'.- '.i^ q 1 q
. Jt,t
t\JlJ arv, ttti'-l
T -'^ nr-.tJcllJ. l,LJ. li;ll-l-{ /-'/|
/-^-.^ f-^ i\
-1t. Tine i"{ i:<ad i:: ':O Pil
Tickei No , ttt i-5ijZ Cu .'t'Cs.. Piaced _ r . _ Tine hrrr;ed_.-jj_QQ_:4__
Fri'..-' naai-^-- ra- -^*^- ^-r ^*..:vlul9 : l/J
't,l
J :!J- l'.u.jl;] cij -iil'
e'a_.i-(i.,r_:.i6 .
Daie ]"ioLded: 1i?/,-i'-Tirne: 5: r0 pi,lCurin- nF c:.-^laj=r t^*,^&f] lvloist Rccrn-tL:i:6"c 3i-65
r-nn^:^=i: Ta;-^ . :iOa.2/J'
, I r'ilrr:n J,*tt \,i,'r
c 143-66
i/ol- oi Loaci 7 _cy/Truck
of Fresh Conc. PCF__jl{=5__ Ait
c 133-63
Coltenl 4. ? %
c 231-67.
r--l /r ^^4 -
v9f//-v!.9
i,\':i€r Cenenl Raii.c
Ad:,':Lxiu.,3: A:A Oz/CY
Spacs.
Cenent Ccnieni
Ga1./Seck ivaier A.dded @ Pl.ani ,- iob Srle 10
/Cr l) fr. - rr\!:u i, t Jcl IJPCY SY/C'
Coarse l.Egreqate p.rv' 1 t?.+
Fin c lnrrror:.li'c -+,1\:: a i -,-t 5't
Driil=: Ccres
1., =t -D!
Tasts at Days Age
Soe:i:i,e;r l{c. l6C-t 7-7 a-/
D:;e l:sieC 5/q /'7 |
Di.:e::s;-cns inches -. Sii 5 x 12 C'rl stc
,S:::i::l l,Vt. L5s, ESSDu'0.1353 CF (/.ca /2 / .\l
,r,'-p r,-. - ?ilF 3:l3l
i 1L4.70 lgu-i)t
i-;-:e.: Sf , Inches - Sid CyI ?8.27
L5cco t.'-6.roOO
li_'J= L/: '.!l
I:--.^,,-.. ilr-rrl-'--'-'---:"'"JI Uie:ra
l'\\, /1 \
\', lll
- Core Verr.
Soii.t
i-tl:j ItlxlLI tl i-rLJ
l--lliil
i1LJ
.1:;"1:;:n - Aciual ?ii C39-5;l -,'r_,
;: lr':r.-;::-, 11;:q',:i . Pi>l Sl+crr'ir:,1
Sa,no i-e C 3
,r
e,-.1.-,:,a.J
a
I orsleRnoveo
FLUrvlEIINGi.'MECHANIeAL PEF|MIT
TOWN OF VAI L
0*&.d+
USE OF BUILDING:
cLA$s oF woRK: E[ *rw E noornot E nenaooel E nepeln
PLUMBING: NUMBER MECHANICAL: NUMBER
vALuAnoN $ //. 51 a |(. oD VALUATION$ 1
REMARKS:REMARKS:
t' -\
i\\-'\\
' -, tt*\ {
PERMTTFEE ,,(5nn.f\ N PERMIT FEE
il
I
IJ APPROVED
'l
TOT&I,.FEES: $
DATE
d
t
t
€
G$o
, r1 A,]i";; .:" il:;-ij.:iliil
.:1 {;i_-;):il li-' .j "' - "' ' ''.1
I
es*ffiyffi
PiPClIT {II 1]CiJCS.r-T; ;]E:D TiSTS 5 CCIlP?.ISSi'"'E SiilEI:GT!i
F.S?M MlTiiODS J iJDiCATiD fin JUtl 4 tg74
slr;3r+r
1C33 South !'rontage Road LIest
P.0. tso;< 1944
\,'ai1, CoJ-orado 8l-55 7
4OiO HAFiBOiI i'LAC'. COLLJEALjJ SPHIIiCS, LOLOBALC AO3i7
303/ 536-7647
r\^- l -: ^+,a-_
.Drojeci:c.J-\iil_1 e Cen
iocetior oi PoI
2 fireplace hearths.
lT:.:ci: Nc. _ 15 Ticket Ifc -V-OC1 045 Cu .YCs . PjaceC
]ob No.lUl-l
1 01-1-( i l-13)
Conc. Co. I'loun'r.ain l.iobi.le
rR
Time lviixed 2: i8 Pl.!
i lme Aririeg_2: e2 *i:j_
D=te iuioiied: ,/a/74c 3I-66
Rlrr".'r t i4 \ir+9.|).
c t43-66Concrete Tenp.: 5i:F
Tirne: 3:?;O Fl.i Curlng of Sampie& f;leatil Mcist Roorn
cf iresh Conc . PCI __J2.-25__c t38-63
Air Conient 7 .2 cA
c 231*62
^.t-L-a 1,/ LOeC1,rol. of Lo:d 9 cy/Truck _
\!'eter Ce ner'u P.a iio G3],,'J-CK Water AddeC @ Plani ,. job Sile
^iinix;uie: Ann-Cenent Content
i',lj:< Nc .: * Specs . 5* sack Coarse Aggregate ?CY
Fine .l- !/ I
II
\\;-q r,l
!]/^1/r
_i- \, i
\\f c 1,, .
si'....'c':
r v2:3,/
1 1..,t :-,
Jtl
Dri.li:ri Ccr es
'-'r;-O*
Specinen:.r.lc.1n 1 1
D:re Tasied
jDi:iens icn s inches
I
- StC 6 x 12 Cy-l
aQCn/n toa'l /- fiLtrrr.).:-t / v . J.J vw r-., r
'€!Ctrt PUi LiSSJ
i:ea iq. inches - StC Cyl 23.27
:?^i:i i ---n Tha
Tesis at D3 e - iast no. of Speciran
t r \'3e iii tlit"i F-:r .^t: r -,:: l:ira
f ..*e;sr , v!J3L,(he-:r:Cone
I'l \
S oii.
f---t
l_:i
rtix Iil
---il*iL-r
C39-ob
ii r, :r r. r I i r-r-!
2C+i
L,OOTested By:-1
supt. a;rd l"lguniairr_ I.,cblf e1. SaEPled UI: n -r ill:r: Gi*sssu r;ed of
nufur ,, *ri' "
1C33 South Frontage Road l,iest
P.0, Bo:c 194/r
Vai1, Colorado 81557
40.1C HARBOA PLAC:, COLOAADC SPBINGS, COLOAAiOSCg'i7
-r!".! i.:-rir i r:)\:!
.,;.l:r'r
503/ 536-764 7
I;:r:lFli (--f ::li:'-:S:TI FIE-l] iiSTS S Carl,iPR:SSI','E SlRillc?ii
A"STll I,IETi{ODS il{DiCirTiD
C.:riia<:t,tr: Hlbberd COn-struction Co.
Di.i-^F,
2 firepl-ace hearths.
.t
job No. 101-1
Lab. No.101-l-(1;-1E)
/-.r-^ f-^ l.{\,r\J t: !v . \J\J. I't iobile
Tine lv{ixed Z:58 ptsr
;Tn:ci.: :a,tc _ 1 5 Ticket fio ..tI-001 Q46 Cu Vdc 9l a,-a/Time Ari;e! ]:05-=sll
Date i..Iol:ei: 5/i/7t+
c 3l-66
Slump___6r-35_Wt. of
Tirne: i:10 PM Curlns of Sampie* li!;r&tl Moist Room
Fresh Conc. PCP | )/.)o Air Conten' 7.2 % _c 23r-62
Galrlload -
cJ43-66 _ ^ Cl39-63Concrete Telcp. : 5ir"FVol, of Load__9 _cylTruck
\\'3ter Cei::enl Ratio . Gal/Sack trVater Added @ Planr- ,. _]ob
az/cY (Gal)
PCY
Site .0?-_r\tscrrLl _
ST'/CY.{Cniix;uie: Al-a-
.r"Ij.:< Nc , :
Cernent Content
Soecs. 5* sack Ccerse Aggregate PCY
Desrgn by Fine Aqqreqaie\/utt A.EEr-ee.aG
PCY
| 't,4 -3,/:
3 /1" -+1
' -ri n';':
Last'no.Speci-san, l{o,ofr.12-64
Dar.e Tested
inensions Inches -StC 5x12 vyr
peci.men 1,'l't. Lbs,BSSD./0 . 19 63 CP,
veight PCF BSSD
Aiea $q. Inches -$ld Cyl 2A,27
Tcial Lcad Lbs,
iTlpe of
| tr.- ^r,, --l"-"'"'-T-: i :r ,-r
Shear
t!i
I
I C. ---.n - r.r - -'. nf r..r I l1i I'(-.
{_)'!
()
t
\L1
I-rn o
/'l )
S cii;
EQ
ll.::.-..: s *
l'ic te :blunlTesteC By:
Job supi. and i,lqunt.airtl"loblle truckIt6i p1. UaEPfed bY: t.n -T lJai az.$lgars
o
effir€
,r. .! 5 F ll !!)f;:i .:r f *;i:'ii!:'111fl
I:r;i::eering
Pii,cF.T oi coilcnE?E
1C33 South Front.age Road West
P.0. Box 1944
Vail, Colorado 81657
40IOHAFiBOR FI-ACE. CO-.!:aAOl SPRTNL! CC, CirAOt 90317
303/ 596-7547
9ICLD TESTS .& CCIiPRES'IVE STRE}IGTH
ASTI,l T'!ETiiCDS INDICATED Ftu JUN 41974
Contre ctcr:
Projeci:
Locd.:ion of Pour
balcony G.
Truck No.
Job No.
Lab. No.
101-1
-EEF-E* | Conc. Co. l"loin Structure_PreCaS', beans caryyi ng €
Tinne
n iiobil-e
Nf ixed 'r' :
Ticket l'Io.V-001025 Cu.Yds.Placed .!. Tirne Arrived i::
Deie MolCed:_ 1>1?/.t:.,_Tirne: q:0C AtlCurins of SarnlleEt:ile.Utl Moisl Roon
oncrete Tenp.:
c 3I-66qzor
wr.Slurnp_ rr"rt _of Fresh Conc. PCF 1j7.6 a-Air Conient b. -. ",5--Zlsr-62--
Gal/Load'
c I.13 -66 c 138-63
cy/TruckVol . of Load
\!'ater Cernent F.atio
Air:r::*iure: AIA oz/cY Cement Content
iti:x ,'io.: Specs. 5* sack Coarse Aggregate
Design by Fine Aggre gaie
lVater Added @ Plant - iob S:ie O
l\:c a,
PCY \irc U
SK,/C]
\ L4-1r.,PCY
') /.a't !
PCY
iD;!l!ed Cores
iSpecinen llo.
Dete Tesied
iDinersicns Inches - Sid 6 xIZ CyI
jSpecimen ivi. Lbs,BSSD/o .19 53 CF
iWeieht PCF BSSD
A:ea Sq. Ii:ches - Sid CyI 28.?7
iT,ria i Ta:i T\<t'"'-"
Tests. at - tasi no.of Specruen lio,
I
ilype of (1)
ifracture Diaq.i Shear
\tl
Cone
/?)
Veri.
S olit
,i--ll*iil
I!S-e:.rtlr - Aciuel PSi C39-65 l e .,
.:rr=r -'h D6^t.i ?(T (n<:nifi.rd ^:: iv Lr = j,.-r L.a i -v u , : ,)I J:-'cUlIIcq sf C i.,COO i:
3.lll.3ik5 j -r:3 Jis'i i'rl c c,-,r: e:''i tr' i':iIr':r..- :,arl;rs;- _ _ /
Tested -!,y: T. '-T. tuieier
Re:
KOR
Enc.
cc: Bob Harford, Dick Riddel
clv|l ENG|NEER|NG / |.AND suRvEytNG i sromt DRATNAGE
Dear Jerry:
under rtern B5 of our report, dated April 11, 1974, we noted thatthe floor construction Lonsisting of'J inch'.otrrr"t" over z r/iinch Tectun carried on Glu- larn bEans was in violation of section2516'a unless the Tectun could be proven to be the structuralelenent of the floor deck thereby Llassifying the concrete as"topping".
we enclose a letter frorn Riebe and Associates, Inc., distributorsof Tecturn, listing projects for which this naierial-has beenused as the structural- element of the floor deck. Note that spansare not noted.
The distributor has also supplied copies of tests of the naterialconducted by_Pittsburgh resting l,aboratory showing test loads anddetrectlon of the specimens to failure. we have nade calculationsbased on thi.s evidence which indicate that the z r/z inch recturn -
will -support dead and live loads with a safety factor of 3 L/z to1 and with deflections less than the I/360 spin criteria.
we have also analyzed. the i inch concrete mesh reinforced toppingslab and found it to be structurally adequate without reliantbon the structural Tectum.
since we have in essence a dual structural floor deck systensupported on Glu-1arn beams which are to have increased iire-resistance by use of fire-retardant treated woods in their manu.facture, we extend our approval to the proposed assembly.
RLI MAY 6 S74
May 2,L97 4
Very truly yours,
FMSIER E GINGERY, INC.
Knud 0. Rasnussen, P.E.
frrefur & Erhgery, lnc.
c o iv s ULT| lv t; EtvG /
^IEEB
s
2840 SOUTH YALLEJO STREET
ENGLEWOOD, COLORADO 801 10
TELEPHONE 303 761.4860
Mr. Jerry AldrichChief Building Official
Town of VailP.O. Box 100
Vai I , Co lorado 816 5 7
11 -Bu
Our Job No.452.19
/ sTRUcruRAt if TRANSPoRTATToN / WATER & sANtrATtoN
2,ro to!lrr D.lewcrr sl..r, . D.n r.r. coro?ado go22g . ptrcr. 711-692?
Apr{t lO, 1974
EAASIEN & CINGET
2840 So. VaILcJo
Engl"ewootl, CoIo. 80110
8e; Uses of 1ectua Plank aE
s, Stnrctural F].oor $yeten
Gertleuen:
tsre folloring Le a partlal list of Jobe usrqg teatre planlr ea ef,loor eyetcu whlcb, have all been perforrl.ng satisf,ectorily fron
two to s?vGrx ycans.
1. Caprl Motor gotel, V. 84th & Vsl:ley Erry. 1964
2-7/2u lectun rltb appror. e-1/Zu toncretc toppiag.
2. Aepeaalt Ioilge 1n Bagalt, Colo. 1968 - i969
2n tectuo wltb. appmx. 2rr conorete toppr!.!g.
,. Ocorgetown Soae Co. La oeorgetorn, Colo. 1gI1 - lgTzltr lectun w.J-th spptox. 1-1/2x concrete topping.
4. Lovell lerrace Apte., 84tb & Iowell, Eeet&inster 19?J
Glean Arm Apts.l 101 Xalley !r., NortbgS_eun 19?5
Oreenbrler Apts., 83ril & Fed.erel, Feetei$ater 19?5
AlL uatng 1-1/2n Iecturo vLth. 1-1/A$ eLaetLzell topp{tg.
If re ceo bc of further aesietaace, pleaee rto not beettatc tocall.
Ioura tnr\r,
AIIqBN & ASSOCIATES. IilC.
/il,n Z/444
Dlck Ridilell
D!,/cr
A.shir.ctsrol Prodsc,.EHIIII
PITTSBURGH TESTING LABORATORY
3at^lttax39 lttr, PITTSBURGH, PA
aa l xutu^|. liollgTlgra T0 c|ttlLll, lHf lur|.tc ^xo outlltvlt. a|.L ilrolraall tulxtrllg lr tHt cot|ttDtLlta! ?iottiry ot ctrt|.la, alrg at tHoiazartoNtol tut|"tgartor or atattrrxra. coricluatoHa ol llTtacta tror ot iloar9taaooul ltlotta lt ttlttYtD rtxDrtao out wttt.rlx at?iovat.
LABORATORY No.
ORDER NO. 8F.9689REPORT
6-63 SP
TRANSVERSE EENDING
ROOF PI"A,NKS.
fotr
July 25, 1963
TESTS ON TECTUM
aO7 nr v.
ArNrr No. +ttiii-l
DESCRIIrIION:
AT:
FOR:
REPORTED TO:
NATIONAL GYPSUM COMPANY RESEARCH CENTER
1650 MILITARY ROAD
BUFFALO 17, NEW YORK
NATIONAL GYPSUM COMPANY
NATIONAL GYPSUM COMPANY
325 DELAWARE AVENUE
BUFFALo 2, NEW YORK
=t r.n:?r xc-_6c-lIr,,E
Four serles of Gold Bond Tectum Roof Deck panels rr,ere cesEed aE the clients
research cenler. All measurements and cests lrere wicnessed by pittsburgh
Iesting Lab.orat.ory personnel.
standard producEion planks were shipped from Ehe tectum planr to the cliencs
research center. Test sections r^rere cut from these planks and narked for iden-
Eificarion. All test sections were precondirioned for 3 days j,n a TzoF - 537.
R.Il. controlled cliurate. sections hrere chen wei,ghed and their Iengths, nidth
and thickness l.lere neasured. Some sections were then tested aod others were
subjected to further conditioning before being tesEed.
-l-
'.\-t\
a - t-l
"#',
o.
, .:, ..
PITTSBURGH
aa a lutua|. tlloffcttof{ to cl-ttxlt, THa ?utt.tc a||o out.alvEa. a|.L aEroRTaall aulltrtto at al|t goia?1ltlt.Tla! tiottt?y ot ct-taitr. at.o ^utt{ottlaitoN?ol ?gll,lc^lrox ot t?arflllatt. coxct-uttoxt oi Elttactr rlor oa itcalo|rtocgt lltorla ta ttaStvtD taxDar|e out witTtSta atttov^!.
LAEORATORY No.
ORDER No.REPORT
\ll sections uere subjecced to a lransverse load test wi[h che load being
rpplied ac quarEer points of rhe span. The testing was done in a 10,000 lb.
:ap. riehle tesiing machine. A t.esE fixture was used which insured uniform
luarcer point loading at various spans. Both Ioad points and supporcs were
oade of Zir diameter pipe. The load was applied aE 0.2 inches/ninure. The
leflection rras measured sith a 3rr Eravel ames dial and iE r,las caken at the
lidspan. AII TecEum secCtons r^rere tesEed with the unfelted side down.
lhree different thicknesses of recEum were tesEed on 3 differenE spans,
frr rectum on a 36tt span, 2-l!tt on a 42t' span and 3rt TecEum on a 4g,r span.
tollowing is the data and tesE results as wiEnessed by picrsburgh resting
,abora tory .
:est Series T-A: SecEions precondirioned 3 days TZoF / 53"/"RH, then resred,
tests of each thickness.
o
RY
, Or,, a',1 lrL r .
o
TESTTNG LABORATO
atY^a|-tlt{aE tatt
PITTSBURGH. PA
est & Section No.
omina I Thickrre ss
ut fron Plank No.
Pan
vg. Width (In.)
vg. Lengrh (In.)
vg. Thlckness (In.)
recondi!ioned tIc. (Lbs. )
rerlonditioned Density (Lbs.
8.3)
T-A-1
2tt
N-l
3 6rl
12.0
4r.92
2.02
12,7
2L.6
-2-
T-A-2
2"
N-2
36rl
1',) i
42.00
z.u+
12.4
20.8
T.A-3
2"
N-3
36"
I2.0
42.06
2,04
L2.5
20.9
\ r J J) ,
-
SqFTqrPG-{Ic.5
PTTT5BURGH rE:'IiLg LABoRAToR
' PITTSBURGH' PA.
iif *"lrg{fjffftft{ffi*'E:'*E.inli$*i;?iii$fl ;riiAroRyN.
ORDER NO.
REPORTgo,
tesl & Section No'
ilonlnal Thickness
Cut FroE Plank No'
Span
Avg. tJidrh (In')
Avg. Length (In')
Avg. Thickness (ln')
PrecondiEioned I'lt' (t'Us';
Preconditioned Densicy (Lbs'/Ft'
TES1 RESULTS:
LOAD (Lbs.)
T-A.4
o lttL-2
T-A-5
a ltt.-z
T -A.6
^ lttz-a
N-1
42'.1
12.0
47 .96
L.JL
18. r
3) 2r.62
DEFLECTION (In.)
.04 1
.05/..
.085
. 117
.150
1n?
.ZLI
.253
.292
.328
.373
.4r8
-4-
DEFI.ECTION (IN.,)
.uJ4
.045
.070
.094
.ll8
.L4t+
. 168
107
.226
.255
.283
.3 r8
,uutlcttOtl (In. )
n?q
.055
.080
1l't. L L'
. 14I
,L7?
.203
.zJl
.275
.310
.347
N-2
421',
LZ.V
4l.6t
2.5r
l9 .6
23.41
N-3
42"
rt n
4l.o)
) q?
l8 .3
2 r.89
I
I
I
I
II
i,i'I
70
r00
150
200
250. -
300
350
400
450
500
550
900
.392
-t.r.
*=oPC-l
:-- st
E.
-l
Eql3.-l
sgl
E. ol
atA)
.o'>lT--art,rlD
F!'al nr:E=
'qg-Psr
iF
at;il*
8=8o'
.D
><:r
ao
o
' 't,
n6->..,lsltc;\
r-.'\-tl_ 'l ql=l
'--
t No.
j ua,r
PITTSBURGH TESTING LI\BORATORY
Eat lt-taxlD l aal
PITTSBURGH' PA.
iif *ii,gffi;gii{1{Ui;$},t{iir,i'i'ilii##t""'ffliAroRvNo
ORDER NO'
REPORT
LoAD (Lbs.)
550
700
750
800
850
900
950
t000
1050
DEFLECTION (In. )
.467
.523
.581
.654
.73 r
.836
.970
Max. Load
9721t
Tension
Fai Iur e
t{t :
,354
10I
.430
.483
.527
.587
.654
.7 45
.853.
Max. Load
r069#
Tens ion
Fai lure
Max. Load
1017 #
Tens !on
Fai Iure
DEFLECTION (In.) DEFLECTION (In.)
, t+35
.48 r
.532
.592
.655
'7?',I
.824
.952
7*qtr=rpPl-l"'Hq,
lo l1 futeqkt
z 1tr{/, r
=E
O
@ z st s6-x-.^
o
tl I.ll:l I
. . .9oFdrClgF?4.8.r:l1o.Fll17 R.ll, forl3 dayg
SirG of typicait planl - 2'112" x I2'' x 4d''
. . ,lpto rPPFl€q rF quarFer Polntslale of [oading r !,2"/mirr.
Deirricy. l- )lzptl53Zi r.tt. lor' 3 days:'tl
Iu69 Ibr roax.
I
'I
?'frqs=rlEF-l|rr qr
E
Itt><
E-{
(
'l1><
E
-l9r
lEl
-{l
-l
,s
o
oNIEL,e,
A'
L('.o*o:t
I
6
GLa
'lDift\v,?P
a
dt
o-.De-
A'
(t(D
.D
I
FI><
TD
ff]Ytv Dt I.'LL(l't I()N AT MI l)-ql'Afl ( IN(-'ll I
ITEMIZATIONS'OF COST FOR:
t. Additional Structure required due to
additional live load involved.
A. Increase in beam size from W14x30 to W18x64;
178.5 r.',r x 34#,/LF difference x $35.74/cwTincluding freight c handling.
B. Increase in joist size from L4J4 to 16H8;
2520 LF x S#/LF difference x $36.64/cwr
including freight c handling.
C. Decrease in spacing of rebar from +4 0 18"
o.c. horizontal each face to #4 @ 16" o.c.
horizontal each face & #4 @ 16" o.c. vertical
inside face to #4 Q L2" o.q. vertical inside
face for 115 LF wall; 12L0 LF x .67*/LF x
$30.8or/cwT including freight & handling.
D. change rebar size in columns from #6 to *7i
1280 LF x .55#/LF difference x $29.25/CwTincluding freight a handling.
E. Change rebar size in beams from #5 to #6;
954 LF x .45{-/LF difference x $29.lslcwT
including freight & handling.
F. Increase amount of concrete in column pads;
7.5 yards x 48.50/yd including additional
Iabor, rebar & form material.
G. Increased amount of concrete in beamst 5.0
yards x 41.50/yd. including additional
labor, rebar & form material .
H. 3,/4" washed rock for drainage incl-uded lere
and not under additionaL landscaping; 60
yards x $8.l0/Yard.
2. Additional concrete in the deck reguiring
additional waterproofing. SHOUI-,D READ -
Additional concrete in the deck and, required
additional waterProofing.
A. concrete depth increase in deck,' 4300 Sf
x 2.25" ave-rage increase x $39.0O/yard
including additional labor.
$ 2,169 .06
4,6L6.64
249.70
205.92
l-26.45
36 3 .75
207 .50
486 .00
$ 8,425.02
r,L49 .72
-2-
B. Included in this figure the difference
between plaza menbrane waterproofing G
$76.20/CSF & 5 ply waterproofing under
grass @ $2f8.96/CSEi $142.76/CsE d'ifference
(incJ.uding 115 Ll' of cant strip & necessary.
counterflasbing) x 43.8 squares (including
8" vertical side I.p).6 ,252.89
$ 7,402.6L
3. Additional Walkways required.
Note! Deduct $f950.00 for error in including
watkways for heated pool in figure.
A. Provided L86.77 center line LF of 9r wide
walkway ottrerwise not needed x $2.33/sF. $ 31916.50
4. Additional Architectural lighting required.
A. Ttre following fixtures are manufactured
. by Presco Lite:
6 - 5959-2s @ 247'25 & 3 - 5959-s e 147'75 L'926'75
B. Labor and material for ground work E fittings l'380.10
$ 3,305.85
Rtt tilAY 13 1974
SPECIAL INSPECTION REPORT
PROJ ECT AME Vrto aau Ce.rae L INSPECTOR
TION IAPPROVED I CORRECTIONS REQUIRED
CONCRETE
MASONRY:
ql A,u t-E E fr Ei- B gv-2,ttt
l4o4€ ateALflP a,( €oft,ttt-A E, Eias-r.(lAs e
PRECAST:
0THER: Spec i f
ADDITIONAL REMARKS:
deE 1 C i3 Srrutir I ron taga Load i'ies c
P . O. Box 1!)44\.:air, Colora.lc 31657
iOic nAnE0it 9LAcE, coLoitADC spRrNCS. ri)LoiADo licgl7
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l,l==:i,ts * llO Visib] e ezre::i oy fail ui.e narks
'l-<!i-5,1 1)-r- m T I'ieier Sanple<i ?,y:1'I.i ei er Sigred 3y:
May 9, L974
Diana Toughill
Town of VailBuilding Department
Box 100
Vail, Colorado 81657
Dear Diana,
Enclosed is a break-down of certain expenses forrecreational amenities at village center condomi;iums whichyou reguested. The only error which we found in our originale_stimate of expenses was the additional walkways reguirei.we mistakenly included the additiona]- warkways- required forthe swimrning pool with the additional walkwals req-uired forthe plaza. Thereforer the enclosed cost break-down reflectsa $l'950.00 deduct for the pool walkways. The additionalwal-kways on the plaza were iequired beiause there were nowalkways on the original plan when the same area r,ras to beuncovered parking.
. I hope that this is an adequate break-down of theseiteme. Please donrt hesitate to call rne if you have any furtherquestions.
Sincerely, \ledrLt"
Kurt Wolter
Kw/c jl
Enclosure
1127 BACE STREET t DENVER, COLORADO 80206 r TELEPHoNE (303) 355-6400
L:e, 1e y'ubmitted for tlc"ic'rll
T0l^iN
ENV lR0Nl'lINTAt-
OF VAIL
REV IEII CIII.:CKLIST
Project
Cwner
An enc i ronmenia I in:oact report mus-t be r;ra de 'f or anv act i v ity ivhich ney have anynontrivial ef fect on the environnen.t. Ef f ec'ts inc!ude env i rcnmenta I consecuen-
ces of both primarv and seconcerV nature,
l'he {ollowing q uest ions shall be used as guicelines to Ceci
neca t i ve dec la rat ion or an environrirental impact report. (l
write rrunknownrr in ves/no colurnn).
l. Could the projccf signif icanf ly change present uses of
a re a ?
2. Does the pro.i ect signif icant ly conf lict wi-th applicableplans and the Vail I'laster Plan? Aa_,r/a.,,.,"/. 7.i-.'"/z-
/
3. Could the p rojec f af {e ct -lhe use of a recreat iona l areairnportant visual value or p re-empt a s ite with po+enlia
al or open space value?
4.
Does the p roj ect involve extensive exca vaf ion or f ill?
Does the p roject area or the D roj ect site serve as a hab itat, f ood
source, nest ing place, crossing, rvinterinc area, sou rce cf wate r,
etc. for wildlif e species?
Could the p roject signif icantly af f ect rearing areas or habitat
of f i sh spec ies ? -/
3. Are there any rare or endangered plant species in the project
/Z
- lcca I lescrirtion
l,/ill any natura I or ma n -ma de features in ihe p rrj ectare unique, that is, not found in othe r parts of the
or State be affected?
V'/ ill ihe p roj ect involve construction of facilities
50 percenl-or greater?
Wi li the p roj ect involve construcf ion of f acilities
geo f og ic haz-ards?
l{ill the project involve construction of faci lities
subject to ava lanche?
, rype of F'roject &-r1., 1 &., ',' ','*,."-,--.(
de whe'1-her to make a
f answer is unknown,
YES \g
the project
cgn e ra Ift-.--
, or area of
I recreation-
area which
Town, County,
on a slope of
jn an area of
in an area
6.
1.
B.
t/
a--./'
Could the project change ex is t ing features or involve construcf ion
in any f lood plain, natural dr.ainage coursq,, or watercourse?,lco w, /14y't-tt44; - b'-'7tafi+,'t r' 14
ls the project, as pa ,t 4\ t turn-"r'r.o;".1, on.1u#'J'ii'{t|'t"Ji t
cumulative actions, wh ich a lthough individually small, may as awhole have signif icant environmenta I impact?
1
0.
t.
a re a ?
4, Could the project change existing features of
stream f rontage or greenbe lt areas?
5. h i I I the project remove substantia I amounfs o{ing ground cove r?
6, Cou ld the project resu lt in s ign i f icant change
any of the reg ion r s
vegetation z
JZ
u
i nc I ud-
i n the hyd ro I ogyof fhe area?
Could the p roject result in the displacement of commun ity
res idents?
Could the p roje ct se rve to encourage developmenf of presently un-
deve loped areas or intensi fy deve lopment of a lready developed
areas?
9. ls there appreei
be con t rove rs ia I
ab lg opposition to tl_rc project or i.s it likely
/s 'Ql*fr*(tt ,o;. ttrhtutu;ffi:TO
t-u
20. l'/ill -the p roj ect create new or agg ra va te existing lrealth hazards?
YES
21, ldill the project involve the app I icat ion, use or'd isposa I ofpotentia I ly haza rdous materia ls?
22. could +he project generate significant amounts of dust or odor?
23, Cou ld the porject generate s ign i f icant noise?
24' l{ill the projec'l' discharcre signif icani. vo lumes of solid or liquidwastes?
25. could the rpoject resulf in damage to soil capab i lity or loss ofagricultural land?
26. could the project significanfly affect the potentlal use, extrac-tion, or conservat ion of a natura I resource?
21 . could project alter local traff ic patterns or ca use a signif i-cant increase in traf f ic vo I ume or transit service needs?
28, Add i t iona I rema rks :
NO
r'
-r/
-/
-/
TOWI{ OF
EIL'ILEIIIVG!
vA rt
PEFIMIT
o CHECK
|'\\ 74
%usffiIhts4538.82.
LED(E THAT I HAVE
READ TIIIS APPLICATION AND STATE THAT THE
ABOVE IS CORRECT AND AGREE TO COMPLY
WITH ALL TOWN ORDINANCES AND STATE
PUB WKS.......--......
zo
F
TYPE OF OCCUPANCY
,o""o"r/, , ^^- (Zu></,e-. " Co
DATE OF APPLICA
NEWD(ALTERATION(} ADOITION REPAIR( }
t,SE OF SUILDING
SO. FT. OF BLDG.HEIGHT IN FT.OFF ST. PARKING
NO. OF LIVING UNITS
SO. FT. COMMERCIAL
AIR ( } ELEC ( }UNIT()
EXT. WALIS -)7lt<
r. rypE oF coNsrnucrroN r rrat6 rv u@
2. occuPANcY GRouP A B c D e r $r.r
Df vlsf oN 1? a 1
SPECIFIED PLAN CHECK FEES
FIRE SPRINKLERS
DRY STANDPIPE
RAL DESCAIPTION OF WOR AREA SEPARATION
TOTAL FLOOR AREA
TOTAL LOT AREA
tr '\e n AnEA naato
EASEMENTS
VARIANCE
UNCOVERED
SIGNATURE OF OWNER OR CONTRACTOR
o
ln'olin *itq IHiit
hox 100' vail, colorado tl1 6 57
l3c3) 47G's613
l4ay 9, 1974
office of the town manager
HAND DELIVERED TO
MR. KURT WOLTER
I'lr. Fred Hi bberd
c/o Village Center Concjsrn'i niums
Vail, Colorado 81657
Re: Design Rev'i ew Board Approval - Apri'l 18' 1974
Phase 3 - Viliage Center Condoirjniuns
ng Plan --
Dear Mr. tlibberd:
This letter rvill confirm the act'ion taken at the Design Revieu Board
meeting on April 18. 1974, at which you t{ere present.
The Board had previcusly approved your plans for Phase 3 on December 13'
ibiS, subject to ceriaii cbirOitioni regirding landscapilq_gnd the park/
;i;;; d;;;;n tpi"ii" reier to letter ditea Jinuarv 31: 1974' copv of whlch
is attached hereto).
At the rneeting on Apri i 18th, the Board reviewed your design plans'
.i ncluding the"landsbaping plan, which provides for 831/ grass to be planted
on the ricf of itie pait<inS'structure, wjth a soil depth of .8 inches'
except nouncled ur"ur *i''*"6 trees and shrubs wjll be locaied. The Town
Counljt, .in t1eir approval of your parl<ing variance,.had required llgl
Vou prouia* at least'75% grass". Thb Soard deterntined that all conditions'
is stut'",t in the January 31st letter, had been met. However' there was
a-queition regarding tfri neisnt of the-'large trees.to. be planted' and it
wai suggesteci that i size of 12 to 20 feet in height be stated as a
conditl6n in approval of the landscaping p1an.
The Board, ther.efo-r-e, unan'irnously votecl to approve the.park/plaza and
ilnOl.uping p'lans, ai sub'itted, subiect to the condition that the
iairOsca'pind'pian le arrended to shot, tl'le "F"'ident'ification of trees as
being i2 to iO feet in height, rather than 5 to B feet'
r -l 6q t
l{r. Fred Hibberd -2-May 9, 1974
A suggestion was also made, to which you agreed, that you provideall "tall" lighting fixtures, because of the maintenance problem
associated with smaller fixtures duri ng the winter. However, this
was merely a suggestion and not a condition of approval .
I trust this information is sufficient for your needs. If you
have any questions, please contact me.
Si ncere'ly,
DESIGN REVIEl.l BOARD
Yfudt*"'rv y?waua-
Nadine M. llonaco, Secretary
/rnm
cc: Design Review Board members
Terrell J. Minger, Town Manager
Gene A. Smith, Town Attorney
Building Department
Irril box I O0 vail, colorado Br 652 303.47G.s613
Januarry 3I, Ig74
Dear Mr. Hibberd:
This letter wiil confirm the action taken at the Des.ign Review Boardnreeting on December 13, 1973, at whi;h you l{ere present.
The Roard vcted to,approve your plans (dated Deceriiber 13, 1973),subject to uie fo'llowins .oi,aitiini,- iii-;;^;";;;;;'trii, rr"planted'uo de-ennhasize the nqigrrt-of ihe tattesi,''e*istinq uuirding;(2) thai; evergreens be planteJ iuu"'ih. property r.ine on the north-easi co.ner; i3) that the i.rest ena'oy'tnb sbrviie arive tre heavilyscreened, be',^med, and planted; and (c) approval ot ilre-pirk an.r/orplaza design is contingent upon unoit,er i.bvi"* oi il ""plrr, anci,/orplaza design, subjccr; to an.igreement-re parking being teachedbetrieerr lribberd, Tovrn councii -ano Ftanning commission. In accorcr-ance with the zoninq o'.irrance, section i5.qoo, a rinisciping p'lanmust be s'rbrn j tted t:!..f uu]:y ano ,approvai uv-ir,u-nuris^"R5ri erv Boarcr,shor'ting in detail (size, typc and ibcation) your pians to conrplyrvith the above la:,,:dsceping-ionJiiionil'
I have enclosecJ a cg?y of the minutcs of the meeting for yourrecords and .inforntation.
Sincerely,
OESIGII RTViEI,J BOARD
'flamarrrr: -r4"r,// zu&rU.,bZC
1.1r. Fred Hi iberd
e,/o Vi 1 la3e Center Condo:riiniumsvail, Coloraclo g1657
Re:Plrase 3_- Village Center Condominiums
!sr'e!- jgYls!-&d-d-lpp@-pL3-
Nad ine
for lii l
14. llonacc, Secretary,
I i.rm J. Ruoff , Chaiiinen
/nnrn
cc: Terrel I J. I',li ngcr, Tor.;n l,lanager.
Jarnes F. Lanront, Adrninish^ative Assista:tDiana Tcugiri 1l , Zoniirg Adm jn jstrator
'tazLrru-aJ
box 100 vail, colorado sr657 303.476.5613
Jrrnudfj 31 ,7974
Da.Phase 3
l4r. Fred Hi bberd
c/o Vi 11a3e Center Condominiums
Vai i, Colorado 81657
Phase 3 - Village Center Condominiumsqesj-g!__8!v_te! loard ApprovaI _ DecenbApproval - Decentber
Dear Mr. Hibberd:
This letter vrilr confirm the action taken at the Design Review Boardmeeting cn December 13, 1973, at whjch you were present.
The Board voted to approve your.plans (dated December 13, 1973),subject to the following coiraitibns: il) that large trees-neplernted io de-enrohasize the heighi or in6 tii:iesi,"exi;;i;g buirding;(2).that evergreens ne pranteJ iuur-ihJ property rine on the north-easi coiner; (3) that tiie west ena UV itrb sbrvile drive be heavilyscreeneci, be;^med, and planted; and (4) approva.l of-tf.,e-pi"k and/orplaza design'is contjngent upon jno'h6r i^bview ot ilre-plrk and/orplaza design, subject io an.igreerent-re parking being'reicheAbetl.ieen tiibberd, Tovrn councir-and plinnini commission. : in-accorct-ance with the zoning ordinance, section ts.q00, i-rinar.ip.ing planmust be subrnitted fo. review una ipprouul by the o.iigr-R!riew Board,rlgyl'lg in detait (size, type and ibcitton)"yori piiri to-ionrpiywith the above landscaping- ionOitioni. -
I have enclosed a copy of the minutes of the meeting for yourrecords and inforniation.
Si ncerel y,
DESIGTI REVIEl,l BOARD
Y&eruVz %'aoatq .-fu,, a r) r, 4,t
Nadine 14. llonacc, secruft"f, ,r'' {i44 ^94#(/1//24HaL)for l,lilliam J. Ruoff, Chairman la /
/nmrn
cc; Terrel I J. 14 inger , Tov;n Manager
James F, Lamont, Adininistrative Assistart
Diarra Toughi l1 , Zon.iirg Adnrini strator
RIGULAR i"lEtTING '/
DECEMBER 13, I973
A regu'l ar neeting of ihe Design Revier,r Board rias convened at. 3:00 P.l',l. 'inmediately fo'l lov;ing tire adjoui^nrnent of the Pianning Contmission, in
the Conference Room of rhe Toylr of Vail Municipai Building.
The following members l.rere present:
}lilliam J. Ruoff, Chairman
l^li'l Iiam Hanlon
Lou Parker
Gordon Pi erce
Jen l.lri ght
Also present was:
James F. Lamont, Administratjve Assistant
The Vail Factory presented an app)ication for a sign for the VAIL 21
BUILDING on the VAIL 2i CUBE. The sjgn is for jdentifjcation of the
Vail 21 Building only, and vrill not include the djrectory as previously
proposed. After revievr, upon motion duly made and seconded, it was
unan'imously 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 keepirrg lvith lhe character of the overall
aesthetics of ihe adjacent building. They suggested the use of a
gabled roof and that ihe "peCestrian" door be pui arounri the.corner '.
facing the house. 'Upon moiion duly made and seconded, it was unani-
mous'ly voted to approve the p1ans, contingent upon Mr. Huebinger's
agreement to make the changes as suggested.
Mr. Fred'0tto of Vajl Associates presented plans for the Vail AssociatesLift No.8 - Counter l,leight L.ift Cover. The Board reviewed the p1ans,
and upon motion duly made and seconded, it'rias unanimously voted to
approve the plans as submjtted.
Mr. Fred Hibberd presented his final plans for PIIASE 3 of VILLAGE
CENTER C0ND0I,1INIUMS. 1"1r, Hibberd al so presented a massing model of
the bui'ldings. The massing model shor.red access to the s'i te from the
Viliage entrance road, as recornmended by tidon Beck- The design
approval of the buildings and site vrjll influence the access pl.an;
however, the access should be from the VjlIage errtrance road only.
After revielr'irrg the pl ans, and subject to an agreernent being reached
between llibberd, Totar Council and Planning Commission regarding
parking spaces and dedication of a park/plaza area, the Board,
upon motion duly made and seconded, unaninrously voted to approve
the plans (dated Decenber i3, 1973), as submitted, subject to the
fo'l lowing conditions: (1) that large trees be planted to de-emphasize
the height of the tallest, existing building; (2) that evergreens be
planted near the property iine on the northeast corner; (3) that the
west end by the service drive be heaviiy screened, bermed and planted;
and (4) approval of the park and/or plaza design, subiect to an agree-
ment re parking being reaciied betvreen llibberd, Totvn CounciI and
Planning Corrunission. A landscap.i ng plan should be submitted to the
Board for review and approval, shorv'i ng detailed plans to comply with
the above landscaping condi tions.
As there was no further busjness to come before f.he meeting, the meetjng
adjourned at 5:00 P.14.
;,0
'l !lj 5o'-'ih i-:'o::;a;: ioai liest
-? .0 - L';z I91-
\iai i., Ccic: zia 3]-657
4010 rAiBOir FL.AC!, CCI-OnADO g'',rrl''jCS, COLO;rADO 6agi'.r
3!:,r 595-t6;7
3:,::: i:CT jja[,1iaiii; a;:!]i TESIS S CiC:'",:Li-cSI";
ASTI'i },1!T;-ICDS I i.:D:CAT:.D 'i[ MAY 5 01974
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January 31, 1974
Itr. FreC Hi blerd
c/o Vi I lage Center CondcminiunsVaiI, Col-rado 81657
Re: Pha:e 3 - Vi'llage center CondoniniumsDetilin Re,/ier/ Bcard Approval - occcmber 13, 1973
Dear l4r. lllbberd:
This letter will confirm the action taken at the Des.ign Revlew Boardmeeiing on Decenber 13, 1973, at ?hich you ,,o"e pre.eit. - -
]h:.9:?ri voted-ic.approve ycur ptans (dated Deccnber 13, 1973),sr)Je:t !O tlte tollo\ring cOnditionS: (l) thdt larqa trceg br-.
9.ii,'::1^t9 de-c:noha._j?e rh! trcighr of. the taltest, existing building;(li_ lr.ri, eyerErge!^,s b? pltnted near the property line On the nOrrn-east correr; (3) thit ure Hest end by.th; slrviie a"i"e te ieJvttyscr...r,.:.t,.Lrjnncd, ar.d f,ldr.tr.di ard (4) upprov,rl ol .e fra.k ardlo;pl.za d!5i;n is conEinc4nt upon anOth€r revie../ Of the plrk and/orpl3?d cesr!nr su:Jec'. ro Jn dgreeitcnt re parling being reachedbeirrcen ttibbcrd, io/rn Counci'l and llonning Conuni:sion] in-oiioro_ance rith the rcnlng ordin3nce, Sectjon 14,400, a lanOscapinq o.lanFU3t-be subnitted for revier! and.rpprova.l Oy tfie Oesign-Riviiw'Board,.sri./in9 in. cetait (size. rype and.lbcation)'yo"i piini to-ioiifl
'rith the alove landscaping condrElons.
I hrve enclosed a copy of the Dlnutes of the meeting for yourrecords and inforflation.
Slncere'ly I
DESIG|I RIVIEll SOIRD
Nadine i'4. ,ionaco. Secr€tary.fcr Uillian J. Ruoff, Chaiinan
/om
cc: Terrell J. llinqer, Town llanagerJ.fles F. 1.ft06!, idi.inisrrntive Asslstrnt
Diana Tolrghill, Zoning Adr0lnlstrator
I
llith regard to the siga application for the VAIL 21 [UBE, the Boardfelt there was insufficient renson to grant a vaiiancei therefo:e; upon
nption duly nade and seconded, it uas unaninously voted to dcny the
rcqucst for a v.triance.
The Vail F.lctory resubmittod the !rcrdin! for the sign for AlFlt PACKTR'S
tllLl) tl0ui{TllN lNN. lnstcad of "Southsidc of $ ildinq", the-v prop,Jscd
to use "Arou[d 0,rck". Upon nutio0 duly nudr drrl sccorded, it t{Js un,rni-
mously votc! to approve the plans for tho sigr, including new hording.
l.lr, Fr.d llibbc^rd prescrted prcli in.rl.y llins for FhJse 3 of fll.LAGE
CTNTER C0ll00l.ll N I UjlS for reviev/. Diana Tou!hi ll has given prel ininary
zoning approval. There tlas discussion of color of buildings, and in
particular, color used on the second h!ildirlg. lir- llibberd stdted that
in order for thc buildings not to appccr as the same proiect, differ€nt
colors vere used. The golor used on thc second building had been
approved, Building C will probably be white. The plans provide for
luch lower level lighting once the project is conpleted. All phnses
should bc colpl ctcd ncxt yc.rr. llr. Gordon fiercc nskcd if lh, {ibberd
had acquired thc npprov,rl of the 0rastcr planners o|r hig access to the
property. l'lr. Hibberd replied that he had. There $ill be loNer level
garage and upper level parking, nith 2l exposed spaces out of ll5. This
proJect ls scheduled for final revieN on November 29, 1973.
As there.nas no further business to come before the meeting, the lteeting
adjourned at 5r30 P. .
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