HomeMy WebLinkAboutVAIL RACQUET CLUB CONDOMINIUM ASSOCIATION 1972-1976 LEGALV;}"*-l C^1, G$d" A*dL* 14'11*' t q76
U
{p7
1972
thru
1976
BEST
rnractS'
POSSIBLE
rNsPEcioN FrEouEsrBUILDING DIVISION
P. O. BOX 789' PHONE:328-6339
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
EAGLE COUNT
E ornen ! pnnrrnl.
READY FOR INSPECTION
APPROIT€D f]OTSnpPROVED
ltl upom THE FoLLowrNG coRRECTToNS:
CORRECTIONS t /-t--
E nerNsPEcr
INSPECTOR
client Va1l Racquet Club Job No.cs-*0
Project
Test bY trTW
Ipcati;@
::::I":: s"PptsiBi Porto cement Typq
Truck No.SlumP 4 Inches
Ticket No.Air content
Temperature
water Added
2,3
Date lvlade
-Ir4F.?6
68 oF.
28 day req'd strength 3OO0 Psl
6"xL2" Cylinder
No.
Unit
Weight
Lb/cu. fL.
TotaI
I.oad
Unit
Stres s
PSI
Break
TYPe Break Remarks
vRc IJ
t4
r5
t6
L?
18
7I+?
t42
142
142
74,500
?0,500
103,000
IO?|OOO
2680
2540
37tO
36?o
CM
CM
CM
CM
7 Dey
7 Dly
28 Day
28 Day
Reserve
Re s erve
tt-23-?6
tr-2345
t2-t4-75
72-14-?6
REcr"''to
DtU 1 6 1976
:iLFt- - |,t ...,; t,.ti
Eagle County, 0olo.
Mix, Proportions:Final report will include data for
all cylinders and will be sent
after 28 day break.
These tests were mad9 according,,to
RstM, PHA, . Acr. 9r -other . ?pP+-t:3lr"agen6y test method. ThLs rabora-
t5rv iannot be resPonsible for lnYint'erpretation of the test resurcsb;-;t6;; -[[tn--raroratorv personneL
I,INCOLN-DEVORE TESTING IABORATORY
ceorge D. Morris, P. E.
5+r*
sk., ifL" egs.,
oal. chlor.
Break TyPes:
cM - Conical Mortar Break
cA - Conical Aggregate Break
V - Shear Break
CONCRETE TEST REPORT
Lf NCOI-,N-DeVORE TESTING L,ABORATORY
colorado Springs, Pueblo, Gunnisont
Avon, colorado - Rock SPringsr wyo.
t,
rNs"=tfr* FtEotJEsrBUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339 EAGLE COUNTY
DATE JOB NAME
E ornen
THUR
LOCATION
'FRI
i 2,,.
TUE
B appRovED
r-t'r
IZT UPON THE FOLLOW!NG CORREGTIONS:
)
E orseppRovED E nerNsPEcr
CORRECTIONS .) / \
rNs"=r#o* FtEouEsirBUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
,.,a,/oarc '7'3./ 76
TfME RESE;VEs ij,'(.t() nrvrlilrrr-)
EAGLE COUNTY
! orxrn
..._.t!.*../ /t
,{..y-ol.'
COMMENTS:
IfiAPP ROVED
' 1 n pnnrral LOCATION
READY FOR INSPECTION
/ THUR
n orseppRovED
FRI-
a/r''
t'
nfrruspecr!
E uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
oor, ,/ ? . /) - 7' {',
o rN=PEctoN HEeuEsrBUILDING DIVISION
P. O. BOX 789
. PHONE:328-6339 EAGLE COUNTY
E orurn E pnnrrnl. LocATroN
READY FOR INSPECTION
WED ,{i:: ,
E AppRovED
| ,//
n orsnppRovED
''1: -<'-- f1kv,REINSPECT
El'upoifrne FoLLowrNG coRR EcrroNs:
CORRECTIONS ill.,"-^.
DATE ' -.t ')) ,.:'
INSPECTOR
o rNsPEctloN FtEouEsrBUILDING DIVISION
P. O. BOX 789
. PHONE:328-6339 EAGLE COUNTY
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! orHen f] plarrnl LocArroN
READY FOR INSPECTION
WEDMON
COMMENTS:
TUE THUR :ret-------J-AM PM
D nppRovED
E UPOT'T THE FOLLOWING CORRECTIONS:
CORRECTIONS
E orsnppRovED E nerNsPEcr
DATE
INSPECTOR
\a/
Cli€Dt v.{ 1 Pqaq'ro+ a'l"h Job No. cs-tn
Te..cbyL
Project Location of
wnl'l
set Brtldtng a5 fourdeU
concrete Supplier Pnrto l"fi x Cement
Truck No.8053 Slump
Ticket No.Air cbntent ll- 3 %
oate Made Temperature
water Added
oF.
28 day req'd strength-3qgq-Psi
Inches
6 "x12 " Clzlinder
No.
Unit
Weight
Lblcu. ft.Total
Load
Unit
Stress
PSI
Break
TyPe Break Remarks
lrDn to
20
2l
22
2',,
24
140
t40
140
140
62,o()o
6r,ooo
91r5oO
92-rn11
)rao
2200
3300
33r0
CM
r:vt
cl"f
CM
? Day
7 fav
28 lev
28 Day
Rs s erce
Reserve
t2-8-76
n-e-?6
12-29-75
L2-29-76
FFnri\tFD
JAN 3
Uell '' '
Lalle C iu;r
1i
llix, ProPortions
5* sk. , 314't ss.e.
Final report witl include ilata for
all cylinders and wiII be sent
after 28 day break.
These tests were made according,-to
esiu, PHA' . AcI. or -other, aPPrl999re-icren6v te6t method. This rabora-
t5rv iannot be resPonsible for gnY
Int'erpietation of Lhe test resurts
6;-;fhA;-t[tn--riEoiatorv personneL
LINCOLN-DeVORE TESTING L,ABORATORY
ceorge D. Morris' P. 9.Break gyPes:
CM - Cbnical Mortar Break
CA - Conical Aggregate Break
V - Shear Break
CONCRETE TEST REPORT
LINCOLN-DEVORE NESEIUE I,ABORATORY
Colorado SPrings, Pueblo, Gunnison,
Avon, colorado - Rock SPringsr wyo'
i..=.rL.
\
)
Town of VaiI
FI,NCIRICAL PERMIT -aNuo,..h.J.&"sr.,*&*^..---.4/4-/-e-.-.-...-......
\!2rl
Date of AppIication......-..-.,--.//.-d.t-.--..*--?.---.............-..-...-...n..?-$..-...-......
Erectricar contractor -...:fu - tlt"h-;...r.n4**.. -....
, /,/l/'t./n
npplicant.-.flL2z*,-J*J^.../I..t....&tt-t*^---.--
APPROVALS
,t/r/,
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
337
$.....-.......-.........."...
s..&:r.:*..:
$....- ..-..-....-.-.........
Received By
Chl.l Bu|ldht Omctal D,l
I' THrs FoRM tg ro BE PosrED oN
JOB SITE DURII{G CONSTRUCTTON
24 HOIjRII ADVANCE NOIICE
REQT,JIRED FOR INSPECTIONS
THE a, a. FCrrl:t ro,, o:lrYrt rroa32
rNsnecr]ru
TOWN
TIME RECEIVED AM PM CALLER-#.
FIEBUEEiT
VAIL
E ornen E pnnrrar LocATroN
READY FOR INSPECTION
WED THUR FRIMON AM PM
COMMENTS:
I: APPROVED E orsappRovED
fl upon rne ror,r-ply! NFF.gryFcr oNs:
REINSPECT
INSPECTOR
BUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
I oINSPECTTGIN FIEOUEST
EAGLE COUNTY') ../'a/,4r:,. i, t ''' /,, 1,DATE
,,/,;.- / "JOB NAME
TIME RECEIVED,'(.,
! orxen
flappRovED
! panrrel LocATroN
READY FOR INSPECTION
THUR
florsnppRovED ! nrrNsPEcr
fI UPOT'T THE FOLLOWING GORRECTIONS:
CORRECTIONS
,{J:}'
.-INSPECTOR
oINsiPECTIclN FIEOUESTBU]LOING DIVISION
P. O. BOX 789
PHONE:328-6339
oore "l) t /'1r.. .rt./ { JoB NAME
rfME REcErvEo / /{i AM d[i cALLER
EAGLE COUNTY
Ej-ol'xea PARTIAL, LOCATION
READY FOR INSPECTION
/'\
/ weo 1 t-) THUR.,'
E nppRovED E orsappRovED ! nerNsPEcr
fl upon rHE FoLLowlNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
tNsPEcrr(D{
TOWN OF
FIEOUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
n ornen
MON
COMMENTS:
TUE
! plnrrnl LocATroN
READY FOR INSPECTION
WED THUR FRI AM PM
fl npp Rov E D E orsappRovED fl nerNsPEcr
fl uporu rHE FoLLowrNG conRECTIoNS:
CORRECTIONS
DATE
INSPECTOR
TNEiPECTIG FlEeUEsiT
flornen E pennnl LOCATION
MON
COMMENTS:
FRITUE
READY FOR INSPECTION
WED THUR AM PM
n APPROVED E orsapp RovED E nErNsPEcr
E-uporu THE FoLLowrNG conRECTIoNS:
DATE I, \
INSPECTOR
I
EAGLE
.-.1.t ' 1 .
I i{4rFr-AiI -tr'=:Irt.v.s;i -
FIEOUEST
U N TY',
"7/
PHONE:328-6:t39 co
DATE JOB NAME 1'
TIME RECEIVED- AM PM CALLER
E orxen
MON
COMMENTS:
E pennll LOCATION
TUE
READY FOR INSPECTION
WED THUR FRt 'i) AM PM ,
ElnppRovED E orsnppRovED fl nerNsPEcr
.[ upon rHE FoLLowlNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
z
F
;^ r\t\o
O
EnI
p
z
h
9H:E<FgkIFa F_<Qt,)
< :. ? ztFF.'<!i,-itHEffio9E1Z * <;<ozAzz^z9<elF!.Oo<o<Ql.]Z>itlac:l=\,;<o-69,'l:E;iQ> -<ol
r(<>
\z
s
u,
[t
z
v,Fz
u,l
uJ
UJ
o
F
lll
J
utt
F
=F
F
IJJ
ooJ
aFoF
g
3
!
Er
ul
0.
o
z
-o
J't-o
x
d-r
$=
\trf,o
il=
$=
J
It tI i.lu
i
i
UJ
F
xul
(9zI
i
tt
F
o
uJ
z
ql
=
IJJ
z
u
IJJ
()
(J
2
J
9
Fu
uJ
Jul
-
UJ
z
F
6o
z
tr
ul
J
5
3ulz
z
J
o
t!
UJ
z
()
uJ
gl
Ftt
z
FI
EI
gl
Yz
U'
U
u,r
Eoz
Ful
=
UJ
z
F
6z
uJE
o
()zq,l
l!
o
d
uJY
=
z
F
E
uJ
IJJcl
z
tr
qtIt
oz
g
oo
oJ
J
=ix
uJ
o
l!
u-
6
lu
o-
U'
uJ
G
F
z
z
2
lt
.iz
z
o
o
x
cco3
z
tr
Eo
!Jo
J
UJ
STI .''t/-
t!ll
oz
o9
<6
z
z
llJ
F
z
tt
t!
F
UJ
J
a
ul
oo
a
E
uJ
J
a
E
2)
YJ6
J
I
I
I
,,,.o,* Dlvls,oN a"*. ffi=&#" S;i&Esr
P. O. BOX 789
PHON€: 328-6339 FAGLE COUNTY
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! orxrn I pnnrrnl. LocATroN
READY FOR INSPECTION
THUR Dn,}
EleppRovED I orsnppRovED I nerNsPEcr
E uporrr THE FoLLowtNG coRRECTIONS:
CORRECTIONS
o rNs"="#L*BUILDING DIVISION
P. O. BOX 789
PHONE: 328.6339 EAGLE C
FIEOlJEsiT
OUNTY
DATE JOB NAME
TIME RECEIVEO- AM PM CALLER
fl ornen
MON
COMMENTS:
TUE
I panrrnl.LOCATION
READY FOR INSPECTION
WED THUR FRI-AM PM
E nppRovED ! or snpp Rov E D ! nrrNSPEcr
E UPOT'T THE FOLLOWING CORRECTIONS:
CORRECTIONS
DATE
INSPECTOR
tNsPEcrtSt
TOWN OF
FIEOUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E orHen
MON
COMMENTS:
PMFRTUE
I pnnrrnl. LocATroN
READY FOR INSPECTION
WED THUR
D appRovEDr' D orsnppRovED fl netNsPEcr
E UPOT'T THE FOLLOWING CORRECTIONS:
CORRECTIONS
DATE
INSPECTOR
o :
fINSPECTIclN
EAGLE COU
FIEOUEST
NTY
BU,ILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! ornen
MON
COMMENTS:
E pnnnnu LOCATION
READY FOR INSPECTION
TUE WED THUR FRI AM;M'
E lppRovED
Gl uporu rxe
CORRECTIONS
E orseppRovED
FOLLOW]NG CORR ECTIONS:
! n e rNsPEcr
DATE
INSPECTOR
Rovston
Hairamoto
Beck &
Abey
October 27, 1976
Mr. Terrell J. Minger
Town Manager
Town of Vai I
P.0. Box 100
Vai1, Colorado 8i657
Re:Vail Racquet Club
landscape Architects: Principals: Associates: 225 Mller Avenue
l,and Planning Rob€rt Royston FASLA Harold N. Kobayashi ASLA Mll Valley
Urban Design Asa Hanamoto ASLA Robert T Batterton ASLA California 94941
ftrk Planning Eldon Beck ASLA George W. Girvin ASLA 415 383.?900
Environmental Planning Kazuo Abey ASLA Robert S. Sena ASLA
Lnuis G. Alley AIA
htricia Carlisle ASLA
Dear Terry:
0n Monday, 0ctober 25, 1976, Walter K'irch met with me in my offices toreview overall project planning of the Vail Racquet club and to reviewthe design and locations of proposed buildings No. 3 and 6. These twobuildings are the next construction phase. Building 3 is the larger ofthe two, Building 6 the smaller and closest to the ireek.
The conclusions of our meeting are as follows:
Both buildings are fairly wel'l screened from present
Highway 6 and from the Interstate by significant
groups of existing spruce trees. The visual impactis well absorbed.
The more obvious visual impact will be from MeadowDrive. The applicant agrees to the installation of
landscape, including berming and planting adjacent to
Meadow Drive as a part of this project, to provide aproper landscape setting for the two buildings. A
complete site, parking, and landscape plan should beprepared for review by the DRB.
Concern was expressed that the buildings siightly
exceed allowable height. Also that Building 3 variesin a minor way from the ordinance offset requirement.
The applicant proposed the following detail modificationsto effect a visual "lowering" of the building:
1.
2.
Buildin
Mr. Terrel l J. M'inger - 2 - October 27, L976
a. Extend al] balconies around the ends of the
bui 1di ngs .
b. Construct balcony railings of natural cedar,
stained a light color rather than dark' so
that they read as more obvious horizontal
el ements.
c. Extend the cedar siding around the stair
tower at the upper floor levei. This will
significantly change the vertical impact of
the stair tower and add to the horizontalquality of the facade.
In my opinion these changes are substantial improvements
and reso'lve my concerns about the variations from
ordinance. (Please refer to the latter part of this
letter regarding further project detail and concept
changes ) .
3. The site locat'ion of Building 6 is acceptable. The site
location of Building 3 has been moved westerly from
Build'ing 5 currently under construction to create a gap
of approximately 60 feet between the bujldings. A
sketch was drawn 'in the meeting recording the distance
and angular relationship of structures.
The 60 foot gap is critical for it relieves somewhat the
linear aspect of the overall project and permits a
good view of the spruce trees adjacent to the creek. It
was agreed that no parking would be perm'itted in this
area, the landscape will extend from the entrance road
to the creek.
4. A redesign of the entrance drive form and park'ing
arrangement adjacent to the tennis courts was agreedto. The app'l icant will prepare a site p1 an showing these
changes.
5. Locations of significant clumps of trees adiacent to the
driveway, parking areas, tennis courts and the new
buildings was agreed to. The 'landscape pian will show
these trees.
0veral I Project Planninq:
The project site plan, dated 7/21/76 indicates futurebuildings numbered L,2,4,13,14 and 15. It was agreedthat these buildings would conform to Town heighi andlength requirements, and in fact, would desceni in
two storey height c'lose to Meadow Drive.
I suggest that the design change signif.icantly andthat the bui'lding forms relate more to the landscape
spaces and tennis court layout than to the road align-ment. I believe that the applicant is fully awareof the need for design variation and agrees-to fully
explore other building types
It was agreed that some of the detai1 changes
discussed under ltem 2 of Buildings 3 and 6 should be
extended into the existing project. Specifically,
cedar siding would be added to the top floor levblof the stair towers of Bui1dings 10 anO fZ. This
w9yld a]d 'in de-emphasizing of the apparent height ofall buildings, which is moit obvious'in the verlicalityof the white stair towers, and would also relieve some--
what the impact of building alignment.
It was agreed that added tree planting adjacent tothe existing driveway would also relieve the buildingirypact. Trees shou'ld be planted in the park.ing
dividers as well as near buildings and tbnnis dourts.Trees close to parking must be protected by substant-ia'l vertica'l wooden bol'l ards. Continued ti-ee plantingis the most obvious need of the project.
The applicant must extend pedestrian walkways to the
newer parts of the project. Site plans should be
updated showing the overall pedestrian network.
-3-0ctober 27, 1976Mr. Temell J. Minger
In conclusion, I recormend that permits be granted for foundation construct-ion of Buildi.ng 6. This was of irrnediate c6ncern to the applicant. Thesite and landscape p'lans can follow the granting of this aiiiicatton.
1
2.
?
4.
Mr. Terre'I1 J. Minger -4-0ctober 27, 1976
5. The clubhouse was reviewed and is a handsome buildinq.
0ne.question was raised concerning the extent of
wood siding on the east elevation of the handballcourts.
9u"f9'!l' the-project has excelrent potential of being the high qualityfacility desired. I appreciated thb willingness ot [tre ipflicant tofind creative and workable solutions to the various problbms. A strongtree-planting program on the south side of the projei:t will do muchto alleviate current concerns over scale and imiaci or ine project.
EI
bh
cc Mr. Walter Kirch
Mr. James Lamont
Ms . D'i ana Toughi 1 I
Mr. Bill Pierce
Mr. Stan Bernstein
SingS2ely
I!
T
I
V r\-\'b9'-
*'\r't'\1tF\t
/i
*r€i
\
#T
f
Vd
f?tirtt tlutluv/v I
i
f'
iltI
it
J
I-!*i*l
a2
,']--v+!rlr--rF-r-
dTtclBU;LDING DIVIsIoN
P. O. BOX 789
PHONE: tl8-6339
INSPEC N FIE(lUEsiT
COUNTYEAGLE
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
D ornen E penrrau LOCATION
READY FOR INSPECTION
TUE ...,PMFRMON
COMMENTS:
WED
".'
THUR
f,lneeRovED E orsnppRovED E nerNsPEcr
E uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
)'/;!
client Job No. c.s-?Jn _ -
Test by l'-Trf -Project &tdltton Locatron of set@.
Concrete SuPPIier P^'+^-lr,h
Truck No. 8O4n ;
Cement Type
rtlSlumP fnches
Ticket luo. g?92 Air content
Temperature
Water added
Date Made 9-27-?6
28 day req'd strengthi:I)l[-PSi
6o
6'xL2" ezlinder
No.
Unit
Weight
IDlCU. rE.
Total
Load
I Tr,r a '{-
Stress
PSI
Break
TyPe Break Remarks
vRc 7
8
9
10
11
t2
t42
142
r4t
t49
75,OoO
76,000
105,000
101,5oo
?700
2?J0
77?o
fr50
cu
cu
cu
ctf
7 Dey
7 Dly
28 Dry
28 Dey
Rc cclrltc
Rcservc
9-2U?6
9-2&|?6
t0-r9-?6
10-r9-75
:D
iliT; I ig76
., ,,d ri l, ! rrel.
tagte County, Colo.
l{ix, Proportions:
5* sk. . -2146 agg.
Final report wiII include data for
all cylinders and will be sent
after 28 day break.
These tests were made according, to
Astt,t, pHA, . ACr. or -other. apPl,-r93lre-agen6y test method. ThLs fabora-
t5rv -cannot be responsible for gny
int-erpretation of the test resurEsb;-;i6;;-t[in--riroratorv personnel
L,INCOLN-DeVORE TESTING LABORATORY
George D. Morris, P. E.Break TyPes:
CM - glnical Mortar Break
CA - Conical Aggregate Break
V - Shear Break By:t*!r,'7.1/.--{
LINCOLN-DCVORE TESTING LABORATORY
Colorado Springs, Pueblor Gunnison,
Avon, colorado - Rock Springsr wyo.CONCREEE TEST REPORT
a -0 /.//
lVa11 Raequat.
Project
Job No. og-fttn
-- o1- 1'r*t @Location of set
Concrete SIPPLLeT /t/Cement 3Bn"Truck No.Slump Inches
Ticket No.Air content
Temperature
water Added
Date Made 3=14-76
28 day req'd strength 3OO0 ps I
6"x12r'Cylinder
No'
Unit
weight
lb,/cu. ft.
Total
IrOad
Unit
Stress
PSI
Break
TyPe Break Remarks
vRc 1
2
3ll
5
142
141
1l+1
1l+t
67,500
69rgot,
95'-OOO
90,000
2lr&O
25fro
j+to
?.30
cu
cu
cu
CT,l
? Day
7 Dry
28 Dcy
28 Day
Rerortt
Rcccrvc
9-2t-?6
9-2r-76
tD-12-75
t0-t2-?6
Mix, Proportions:Final report will include data for
all cylinders and will be sent
after 28 day break.
These tests were made according. to
ASTIq, PHA, . ACI. or -other. apPrrcaD-Lejgen6y test method. Thls -Labora-
t6rv cannot be resPonsible for gnY
int-erpretation of the test resu-LEF
b;-oEhAi -€[;n laboratory personnel
LINCOLN-DEVORE TESTING I,ABORATORY
ceorge D. Morris, P. E.
RECEIVED
OcT i 5 1976
Dept. 0f Plairriiij L L-,c1.
'Eagle County, Colo.
Break Types:
CM - Conical Mortar Break
cA - Conical Aggregate Break
V - Shear Break
CONCRETE TEST REPORT
L]NCOIN-DCVORE TESTING LABORATORY
colorado Springs, Pueblo, Gunnison,
Avon, colorado - Rock Springsr Wyo.
)
P LU M Et I l\tG.' M E C HAN I CA L
TOWN OF VAIL
D^TN
J.BNAME t/d,r, I %n, )er 0 , rB ,8,r,I--,n/, to5,
i | 't )
owNER k /4t -n=oa. Kl gg,l=l ADDREss
coNrRAcroR fhn t r-t 7-'4/r.t '[U)r=f 14a-v-'t lca/. pnoneQ4S- q*t
ffiouro fl orsrppnoveo
7
OF BUILDING:
'/
oF woRK: Ll NEW ! noolrroru E nennooel |J REpAtR
PTION OF WORK:
PLUMBING: NUMBER ,E5 F MECHANICAL: NUMBER
VALUATfON $ .<A nfu.VALUATION $-- /, \./
REMARKS: /?----=\REMARKS:
\
,.**,rr.V v? n5* /PERMIT FEE
\=:-/
#rt\C
ToTALFEES: , Z8#
,^,. ln/ t4/rr.
DIESIGN ItIiVI]il.l BOARD
DAl'ri Or MI]ITING:
['lllvlBItRS PIil]SIINT :
SUBJECT:
ACTION TAKDN BY
MOTION:
VOTE:FCR:
AI]STEiiTIO.\:
Al)Pllovlil):
DISiTPPIIOVLD:
surul,tAll\' :
/ ,/'//t
"/,
t -t-
SECONDUD BY: l4ltvt'/'-+t
AGAINST:/ /i ,
0 b//nf,o
I uLlrtr k4,
/c/r* 6r*K
*f4'
.-.---- .J - --- + --.(ilr:tr'{-t'!jt rt ()l llir'-'i*i]l'tl
rl
I o or.i
VAIL RACQUEr CLUB COIIDOIIINIU!'III
I. Breakdoi{n of Land Use
fmU - Sguare Footaqe - P.ercentaqe of Total
Green Spece 2?g,54O 89- ft. -53.S
Roads and narktng t2OrOOO ;23.| tretrnlg courts 72,oo0 1I4. '1
Condo:uinLun Eulldlngs 49'336 ' 9.
Club Duilding aad Pool 6,000 .I.
rotal Gtound Ar€a 527,0?6 sq- ft. r00'S
'.
2. Floor Area Ratlo
!g8.l44 scr. ft. of l-lvlnq space a 0.3?11527.A76 sq. ft. of ground
rt' For conparigon, the exl-stlng Tovm of VaLr : ..
i,+r, ..6i . Zonlng Ordinance has t,he following Floor : 'a{.' ' o
Area Ratl.o requlrements
:Resldentlal -: o.33t I
Multl-9anrily'
Elgh Density Hultl-Faml.lY 1tl
fn other wordg, Lhs Floor Area Ratlo at the Vall
Racguet Club Coirdcnlniums Ie only slightly hl'gher
than that allowed by the Town'e residentlal
zoning category, and is less than half that
allowed by the Townrg srultJ-faaily zoning catEgory.
INSPEC N FIEOUESTITroBU.ILDING DIVISION
P. O. BOX 789
PHOt{E: 328-6339
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
EAGLE couNrY B!/v7
,/1 (
E orxen LOCATION
MON
COMMENTS:
TUE
READY FOR INSPECTION
wED ( THUR r
n pnnrrnl.
E eppRovED E orsnppRovED El nErNsPEcr
r.-.t /
LJ UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
INSPECTOR
DATE
tNsPEcrtp*
TOWN OF
FIEBUESiT
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! orssn ! pnnrrnl. LocATroN
READY FOR INSPECTION
WED THURMON
COMMENTS:
TUE PMFR
E nppRovED ! orsnppRovED D nerNsPEcr
E upotrt rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
Vnt I Rncouer CLUg
Avlurucue Derense
Pnoposeo CLus HousE
Vltt, Colonluo
PRepRReo ron:
lvlR, WRurrn Klnscn
Vnrl Rncouer Clue
VRt t-, Cot-oRRoo
SeprEMeen 1976
76216
Anrnun L l'lennsMcDOWELL, SCOTT & COX. tNC.
Bou ld er, Colorado
76216
VAIL RACqUET CLUB
AVALANCHE DEFENSE
PROPOSED CLUB HOUSE
vAtL, coLoRADo
September 17, 1976
INTRODUCTION AND OBJECTI VES
The objective of this study is
a proposed club house addition
lies within the runout zone of
Ava I anche path.
to develop an aval anche defense system for
to the Vail Racquet Club. This addition
the design avalanche in the 0ld l'luddy
The present study is based upon a previous study (Mears, 1975) conducted
for l"lr. Donald Patton, and is being used with his permi ssion. The previous
study derived the dynamic characteristics of the design avalanche in 0ld
Muddy and Path 5, and provi des the i nformat ion necessary for the develop-
nrent of an avalanche defense system.
GENERAL INFORMATION
The design avalanche in the 0ld Muddy path is a mixed dry-flowing and
powder avalanche. A portion of the proposed club house addition lies with-
in the calculated limit of the dry-flowing portion of the avalanche, and
the entire club house addition is reached by the powder avalanche portion.
It should be stated here that because the proposed construction is located
near the outer boundaries of the runout zone, avalanche f low depths, velo-
cities, and pressures are not great. However, the design avalanche wil I
cause forces in excess of those for'which buildings are normal ly designed,
so avalanche defense is necessary.
The two types of defenses which are wel l-suited to this situation are:
(l) energy dissipating structures des igned to stop the flowing avalanche
before the buildings are reached, and (z) di rect protection structures
incorporated into the design of the bui lding. Al ternative (l) was rejected
because it requi res construction on private property north of Headow Drive
and would be effective against only the f lowing avalanche. Therefore,
the recommended defense is di rect protection through special building
design.
In order to be safe, the new building must be desi gned to withstand both
dry-flowing and powder avalanche forces. These are cons idered separately
in the next two sections.
FLOWING AVATANCHE DEFENSE
A. General. Th is
at the p roposed
zone of the r'01
section describes design for the design flowing avalanches
Iocation of the new club house within the rnoderate hazard
d Muddyrr ava lanche path.
B.Definitions. An object placed in an ava lanche path causes a change
in the n'Dmentum of the avalanche at the object. This change in
rprnentum causes an increase in f I orar depth at the object to a depth
H, and causes forces against the object.
l. The design height, H, is calculated as H = ho+h,+h where ho is
sorne fraction of the depth of the undisturbed snow cover at the
object, hr is the avalanche flow depth, and h is the climbing
height. Values at the proposed building location are given in
paragraph C.
2. Three unit forces act on the object. Pn is nornel to the wall,
P^ is parallel to the horizontal axis of the wall. and p acrss
vertically. The relation P, = Pu = 0.5Pn is assurned.
Forces act over the design height, H. Val ues of h and pn vary
with position within the hazard zone, and with object orientation
with respect to avalanche flow di rection.
-2-
C. Values of Design Pdrameters.
Proposed bui lding location
hr= l.om (3.3ft)
h = 0.5m (t.2ft)
o
(one-half the snowpack depth)
h = 3.1 sin2g m
P- = I .22 sinzq ilnzn
t/here 0 is the deflection angle (see Figure l)
D. Appl icgtion- !o Racquet Club Construction
The proposed bui lding I ies partial ly within the nroderate
hazard zone and entirely within the povlde r blast area as
shown on Figure l. Walls I and 2 must be designed for
f lowing ava lanche impact. Wall 3 is beyond the line separa-
ting the nroderate hazard and powder blast areas and need
be designed for only powder aval anche forces as discussed
in Section lV. Wall I deflects the f lowing snow through
an angle of 620; wall 2, through an angle of 28o. Design
requi rernents for these walls are given on Figure 2.
POWDER AVALANCHE DEFENSE
The proposed club house addition should also be designed to wi thstand the
forces of the po',vde r avalanche portion of the design aval anche. This is
a low density, high velocity snow-ai r mixture which is assumed to f low
beyond the limits of the npderate hazard zone. lt engulfs objects in its
path, causing both aerodynamic drag and lift forces similar to a wind gust.
However, it differs from a wind gust in that its density is several times
that of ai r.
0bjects, such as the club house addition, which are exposed to powder
avalanches, should be des.igned for both drag and lift forces determined by
-3-
an aerodynamic analysis. Such an analysis determines both
coefficients, which, when multiplied by exposed areas such
walls, and by a st€gnation pressure, yield design forces.
The fol lowing are powder avalanche characteristics at the
addition:
Stagnation pressure:
Flow depth:
Durat ion of I oad i ng:
Length of tire necessary to
reach peak pressure s ta rt irng
from no press ure:
o.4r/^2 = 8o pqf
l9r = 33 ft
5 to l0 scconds
I second
Respectful ly submitted:
And
ItcD0!/ELL, SC0TT e
drag and lift
as roofs and
cl ub house
c0x , lNc
kdh
-,tl$l.^ ,,
t*i]74239.;-i
"",,, -r,.
-4-
76216
Dry-Flowing Avalanche
At Desiqn Poi nt
h' = l.0m (3.3ft)
v- = 7.75n/s (25.4fps)t = 200 kg/m"
Downhi'l I Li mi t of
Hazard Zone
Powder Avalanche
At Desig!_?o1tt!_
h' = lOm (33ft)
P. = o.4t/nz (82Psf)
HAZARD ZONES AND PROPOSED CLUB HOUSE
\
,"0""..'"--->
Itl
/t
,F
1:600
(1" =50' )
Des i gn
Proposed
Clrtb
Figure 1
!-
L!
E
\ (tl
EilI'\EEEEr\ <) rJ\ (f .:f i-\.<)NGtO-a{oN\o
tl
c{€
z.
;
ttJ VlT. E.c) t.dz. l-,< urJ=
>&
o-
z,
=Ju-
\o
(\\or\O- c!
!tl
>)tr
.:i
1)
J
afJ
:-1
.J
C)
Lt.j
c-o€c-
o:
t-
u]
Ltl
tJ,
r"ri
CJ
3
JtL
t r+_ +J +J€ E O.- l-o ooc'r !ot+- >.O-C C P C o-
-
_O ,t-J ,- O O3! L 'lf, O L.
c'ti O O-- O-Cc=-o r-.- E O oo 3 07,-.--E.lf o $-,c !+,,(J- 06) O U
-oo l) o-c otF{, t- rJ (, C)
- (J-c O.'-
--c|.,c+rt(J:,-+.t'-c(/lqruJ3 0 _(] u._.j1 ar+. U- a Z,gro c.- [) ru trJc .- 3-c r .L,- ,tJ V1 A +J .|JUJ
-- O O .! q).-C._Ce C trlf,O0,+JC-UO:C
-o o- -c o o o" (JE () tn c c tz[) o c q') o ('ro<ruo-ca.-uJ
-(JEr-'r.|Jt-o(Ec)0Jt->,c rD > o o-s 0r<uJ-l' o L 'oI _ .99I*.IJ L g
'.lO c'' c.- clauJl '- O 3 ! 3Flo (' c O (n o ool.cOO-=.co._zl+J -o cL tr- E +,:
{J
J
lF
(4 /\o- q-coo(\to-v\ONU1Ev\N-
c{.
rnl
o
UI
rl,t-
.J
3
tn
oc
t,
a,
0)(o
.t-J rD
t'l,E
(Jr- 4J
O{o
otDc>tn (a
-t
()'-
oo
N rt-ea\ag\o
!J\ o\('\-
tl
MEMORANDUM
T0: Planning Commission
FR0M: Departlirent of Conununity Deve'lopment
DATE: September '16 '
.l976
RE: Vail Racquet Club Request for Height'-Buiiffiir'-nd-cdvered Parking Variance
for Buiidinqs 3 and 6
Walter Kirch has applied for the subiect variances in order
to construct two additional buildings of the 15 planned, This application
isidenticaltotheprevious.lyrequestedvariance,andwefee.|thesame
criteria and findings apply; therefore, our recolTrnendation is for approval'
Attached is a copy of the April 1 , 1976 staff reconmendation'
a
PUBLIC NOTICE
PLEASE TAI(E NOTICE THAT lrlr. IValter Kirch, representing
Racquet Club Condominiums, has applied for a height variance
vAil
from the provisions of Section 5,5O4, a building bulk variance
from the provisions of Section 5.506, and a variance to a11ow non-
covered parking from the provisi-ons of Section 5.510 of the Zoning
Ordinance, Ordinance No. 8, Serj.es of 1-973 in order to construct
Buildings 3 and 6 of the VaiI Racquet Ctub. Application has been
made in accordance with Section 19.200 of the Zoning Ordinance
Said project is located on a parcel of land described by metes and
bounds, known as the VaiI Racquet Club Condominj-um Subdivision,
located in the Bighorn Area.
A public hearing will be held in accordance with Section
21.500 of Ordinance No. 8, Series of 1973 on September 9,1976
at 3;OO PII before the Vail Planning Commission whose decision
will be transmitted to the Town Council for final decision,
Said hearing will be held in the Vail Municipat Building.
TOWN OF VAIL
DEPARTMEM OF COMMUNITY DEVELOPIIENT
\^,1
-)raoa J 6,q ///
Diana S. Toughill
Zoning Administrator
Published in the Vail Trail on August 20, 7976,
d7
Town of Vail
EILECITRICAL PERMIT Job
Date of Apprication.-.. ---------S-e--e-r.,-J-.---.-...------..... --..--.--.------ts.--?-t-.---......
Electricar contractor--..- ........iled -.€*.t.g-r.c-.rr---.fu-*,.....-............
, /-)
Appricant....... W.^/- kZr*"*
Stilatura
APPROVALS
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
306
s....... lL t..td.......
$..-....t.!.t:.-&-...-...
$---..-....".----....-.,...".
5--3--7,-AaA...&--..
rotarFee A.A-
DatePaid...... ru*/
Received By.-...-..--..--..-..
Chl., Bul|dht Ofilclal
TIIIS FORM !3 TO BE POSTED ON
JOB SITE DURING CONSTRUCTION
24 HOURS ADVANCE NOIICE
REQI,'IRED TOR INSPECTIONS
rfia t. f. x0rcrrI r!., !rrivrr 3roa!2
DESIGN NIVIEIV BOARD
DATE OT TIDETING:
IIEil{BIRS PRESENT:
SUBJECT:
ACTION
a-/a*,ra+u- 4' /t/n
SECOMED BY:
AGAINST:VOTE: FOR:
APPROVIID I i)---/
DISAPPIIOVIiD:
SUIrllrlAIIY:
ABSTENIIOT\:
1r..'/
.._9\al
IZ lc
3 l?e lF
o, l2z lc
3\5
='' il i
iNii rJsfiNl:
: -.r$l;
3-Sl
l.r -S
rn r\c3$hf€t\-!'H: Hftsi_<?tt
< :. ! zFl'<F k !! .-3t;!iq::i
v:2 7>9<EYFLOo<iJ<OtrlZaiii3?E'fi9o{
lH" <a> -<on
e<>
r.O
rV\
=
z
F
ltl
cc
UJ
oz
qJ
z
s
tc
ll,lF
o
Fzul
Eu,
UJ
F
ut
)
l!
ul
F
-J
F
F
ul
ooJ
II
a
F
-
t
a
2
!
.E=r
=E0.
l-eO
===0E'It....._---f
o
(J.)
o ---1.
!( -i
I!f5. --*re o
1l.qct\J-
2o9
z
F
Y=d.6FG9o=>:z:<
AO>9
;.i
-
August 3'l , .|976
Town of Vail - Comprehensive
Diana Toughil l
Town of Vail
Box .|00
Vail, Colorado 8'1657
RoYston
Hahamoto
Beck &
Abey
Irndscapc Architccts:
knd Planning
Pl an lrbalDesfnhrk Planning
Eavironnrental Planning
225 Miller Avcnuc
Mill Valley
Califomia 9494l
415 3E3.r7900
Thansmittal
Dote
Sublect
To
lVe are sendlng E Enclosed E Under separate cover EBy messenger EByhand filBy mail
!other,
Thec€ arc lor flYour review EYour file EYour approval EYour correction & resubmittal
EYour estimating EYour signature
Iother:
Thelollowing Returning Site Plans
- Racquet Club
- Timber Falls
Senrby Lisa Caronna
hh
o
DONALD L. PATTON
6AA2 MORNIN6 GLORY LANE
LITTLETON. COLORADO tOI 2E
Angust 25, L976
l!s. Diana lrmghifl
Sovn of Vail Zodry Afuinistrator
Vail, Oolorado 81657
Ear t,b. $oqghill,
Ihis is to infor:n ]rou that I ha\ie given lfr. Wal-ter l0rsh of the VaiJ"
Racquett CIub, the rigtrt to use the infsnratiqr as outlined in a report
preparecl ty l{r. Arttlrr I. libars in ltlay of L975 ard titleal I'Old ltddy
and PatI 5 A\raLanche Stiltyr'.
If you tnve questions, please cryttact nE.
Dmald L. Pattan
)ft
PLrJMErrrue/ MECHANTCAL PEFIMIT
TOWN OF VAIL
firt^,r^-
fpffoveo E orsnppnoveo
OF BUILDING:
oF woRK: El r,rew E eoornoru ! nemooel fl neprrn
ON OF WORK:
MECHANICAL: NUMBE
t
rorAl FEES: , ?V.fl
s
box 100
vail. colorado 81657
(3031 476-5613
Mr, Walter Kirch
Vail Racquet Club Condominiums
Box 1088
Vail, Colorado 81657
BE: PLAN CHECK T'OR VAIL RACQUET CLUB
BUILDING NUITIBER 5
Dear Watlerl
On august 21, this office conpleted a review of working drawingsfor the Vail Racquet Club Building No. 5. llon-conrpliancewith applicable codes includes, but is not limited, to thefollowing r
rTEItr 1 =-Ladder does not meet requirements of minimumstair (3305). Ladders are permitted forroof access on1y.
If this bnilding is to be considered as3 stories, grade must be modified in accordwith definition of story (Sec. 420); (distance
from finished floor above to grade, asdefined in Section 408, must be 6 feet
f or more than zL of the parimeter'. ) !QTE-:Ensure that bedroom exit windows do not
exceed 4 feet from lorver 1eve1 floor to
si 1I ( Sect j-on 1304 ) .
Each unit must have at least one exit door:(Section 3302). Sliding doors shall not
be used as required exlt doors (Section 3303(f)),
Shorver & tub enelosures should be finishedwith hard, non-absorbant finish to a heightof 6 feet,
ITEM 2 -.
ITEM 3 ..
of lice of the town manager
August 23, L976
ITBIf 4 --
|
; r,ru,.' :.i;-:.:ri&trrLt*''ilaeiiiiiniir{Ei.iiiqa'Lirr;j-Li
blr . lTalter Ki.J:
August 23, L97
Page Trvo
ITEM 5 .-
ITEM 6 --
ITEM 7 -.
ITfrr 8 --
ITXM 9 --
ITXI4 IO .
ITXI,{ 11 -
trTEM 12 .
trTEM l-3 -
Eaves, balconies, overhangs must be at
least one hour protected or he a'u'y timber
construction (Section 1710 Exception 2).
NOTE: Present system of construction will
Ee approved if Albi Fire- Retardant Paint
No. 10?*A is applied as outlined in ICBO
Research Recommendatj-on Report No. 1883
(copy enclosed) or the equivalent thereof.
Verification is required that this roof
assembey meets one hour construction
requirements (Tab1e 17A).
Data is required to verify rvindows are in
compliance with Section 1305 arrd 1304.
Room does not have minimum ceiling height
as outlined 1n Section 1307 (a).
Dry standpipe system and smoke dector system
must be provided and approved by the Vail
Fire Department (Sectiou 38 amended).
!21' elearance required from the fireplace
openings to combustable material (Section 3703(b))
Bullding must be t hour construction
throughout (section 1302 (b)) unless classified
as heav5z timber.
NOTE: Decking rvil1 be approved if Albi
Fil6lRetardant Paint No. 107-A 1s applied
as outlined in ICBO Research Recommendation
Report No, 1883 (cop]' enclosed) or the
equivalent thereof,
Glass in sliding doors, attd other areas
wi'Lhin 18" of floor that are subject to
impact must be tempered (Chapter' 54).
Concrete tests are requi-red on a1l pours for
each 50 yards or fraction thereof placed.
The itcnts liste,i above are references on the drawings on file in
the 'Town of vail of f ices, These items rvi11 be referenced: ou
one sot of d.::auirlgs for your use upon submission of a set of
drawitrgs for th-is Pulpose,
lvlr. Walter Kir
August 23, I97
Page Three
This plan check is strictly a service to the building owner,
architect, and contractor. Failure by the Building Official
to note non-compliance in no way approves such non-complianqe
nor relieves the owner, architect, or contractor from
compliance. The Builinding Official shal1 notify the orvner
immediately if any non-compliance is noted.
Information as outlined in the above items must be resubmitted
prlor to issurance of a building permit,
Sincerely,
DEPART}IENT
COMICUNITY D
OF
2k;'-=-.
l[i11iam
Building
F. Pierce
Official
wIP/j k
lnternational Conference of Building Officials
RESERR${ I0rnmtITEE RE[olttnlELnfl 0n
Report No. 1883
IanuarY,1976
ALBI FIRI'.NETARDA]\T PAIITT NO. IO7.A
ALBI \IANTIF'ACTURIi{G CORPORATION
A SUBSIDIARY O[ CITItrS SERVICE COIUPANY
98 EAST N'.{IN STNEET
ROCKVILLE, CO\\ECTICUT 06066
I. Introduction: At the re<ltrcst of Allri \lirnrr{.tctrtling Corpor-
{rtion, Cities Service Company, Rockville, Connectictrt, the Re-
search Con:nrittce of the Internatjonal Confercncc of Brrilding
Offlcials has rnrrde a rc-exalnination of the test (htt sul)rnitte(l rn
conuection l,ith the usc of Fire-Retarclant Paint No. 107-A.
II. Dcscriptionr Ceneral: All>i No. 107-4 Fire-retir(lant Paint
is designed [or irrlerior ripp]iciltion ovel Douglas Iir anti celltllose
ffber aioustrcal tile . The -i;rcredients of Aliri No. 107-A are of a
Droprietary natrrrc. Conttineis are lal>eled by Undcrrvriters' Lab-
ira[ories,
-lnc., slrowing the requirecl totrrl sttt{lce covelage anci
flanre-sprencl chrrracteristics for various applicLrtions.
Applicatiorr: Tlrc strndartl painting procedures for syrrthetic
painti ale [o]lo..rd rvhen applying Allri \o. l0?-.\ to woo(l srrr-
faces or tile. Surfrces mrrst be clean antl free Ir'otn (lirt, grcilse'
oil. slrvdust, loose Daint, rvhite wash, calcimine, etc. Surfaces ntust
be reasonalrly drl and free o[ moisttrre. Albi No. 107-A nuy bc
applied over ras' rvoocl or over a thinned priner. The paint is ap-
pll"d bl'sptuy, bnrsh. or roller in a one-coat application to provide
iotal coveraqe as sct forth in Table No. I.
Field Tesi, When it is clesircd to test the coating to determine
its efTectivcness, the follorving procedure is recorlnended; a snlll
alcohol, gas or l>utane torch is applied directiy to the Albi pro-
tectecl surface for a period of I0 seconds to l2 seconds over a
4-souale-irrch arer. Tlre intumcscent mat or heat barrier shoultl
forni jrnmediately to a thickness of -le inch to 9i inch for a Class I
flarne-sprertl classifi cation.
IIL Evidcrrcc Subrnitted: Application instructions and fiame-
soread tests condrrcted in accoiciance with U.B.C, Standard No,
41-l are sul:nritted.
Recommendation
IV. Recorrrrnendatiou: That Albi Fire-retardant Print No, 107-A
whcn applierl as st't forth in Table No. I to Douglas fir or acoustical
tile is a satisfactory method to obtair a fiame.spread classificution
of I prolided:
l. Paintccl Douglas 6r or acoustical tile shall be inrtalled onll
in intcrior locations.
2, Field tcsts as dcscribcd in lart II of this report shnll bc
made lltcrr required by the Building Olffcial,
That Albi Fire-rctardarrt Pairrt No. 107'A when applicd to Doug'
las Gr is a satisfactory altcmate lncans to treat l)ouglas lir lunrber
to qualify as [ire-Ileiardant Trerted \lood for uses pernritterl by
the Uniform Building Code provided:
l. All surfaces and ends are painted with t*'o coats of Albi
107-A aoplied at a rate per coat of 175 sqtrare fcet per gal-
lon as spieiffed in footnote 3 to Table No. I.
2. A certilicate is furnished to the Brrildinq Oflicial certifving
that the Daint is applied as set forth in ltetn I immediatel.v
above.'ihc certificalc is sigued by the applicator and a repre'
sentstive of Albi lVlanufacturing Corporatiotr'
3. Use is limited to interior locartons'
This recomntendation is subiect to annual re'exanlination'
rlhe nco(rltrcat tile h{s the labulsted flnn'|e-sPread (hnracleristics qhen
atriched dirertly to solid nonmrr,brrslrble surfoces.'lhc Albi \o. l0;-A
Deint is aDDlied'to cclltrlose fibr.r tile ()1€r ihe starch-tv!:e fActory finish.
ih€ tjl€ ati.rll hAve the foll, wins propertics: DonrjnrLl| r!-inch thick'
avemsc w.iqht o{ 73: ttounds r)er 1000 square lert, averige transverse
strenqth of lurrr pounds (6-,nc), by Ir-inch salnplc\ broken on lO-inch
cellters ).
:One oi€rcoat of Albi No. 144 is spplied ov.t the Albi ^"o.
107-A el 3
rate of 450 square feet Per galon.
3In n test of 3o-mimrte duration tl{mespread not over equivalent c[ 25
trith no eviCence oI significant ploglessive combr6iion
TABTE TIO. I _ TTAME-SPREAD CHARACTERISTICS
DOUGIIS FIR
AC0US.
TICAL
II I.EI
Total surface cover-
age ( in square feet
per gallon )
87.53 I75 r50 l5c2 I002 150
Flame-Spread l0 20 l5 TJ l5 20
Smoke density 5 0-5 D tl0
APPLtCAl|0tl
Rate pe.: coat ( in
square lect per
gallon )
ltD t,o I50 t50 200 I50
Number of coats z I I I I
Total minirrum
thickness ( in nrils )
tglh-73 7-B 8t/, -9 \t/z -S t I-t2 8\,2 -g
Pago I ol I
|.X(5-tn
1f
FE
F.E<Y
t'l F
k!{
'tt E
z<
zzo<FE<ooa
ic
<O2o
F9a><ot'] ttl&<
't)
\
F
=Iu
o
N
:)t'
"c)
NO|lvnlVA
Et-x>
r!F
zo9
-ot
z
F
==d.6Ftct4(,
=>:z:<
>oFO
;ai
/s) :
6e:
Fa
cFz
O
tilz,
t'l
F
z
eF
F
z
9l
z
2
2
't
F
3
zo
F
o
J
ul
IJJ
z
ulozg
F2ut
=ulo
ul
F
J
tt
ul
FoJ
t-oF
t\
N
Po
t
,:
=r=H
t9
z
-oJ
-f
E
lrG'
-,-€l-
a
ttt
(!'
+
.J
$
{t
$
s\
tN
i-
U
F
o
z
p
!.
z
9l3l=;::x:_<Qr9
< ;. y z FllF <(,t- .: ,. z*f;Hne
ae:Eg!<ozE
^227)z:-d):.FkOEo<r)<ur{z:>i:=:nr6:;;<tJ <F?ei3lir<cQ> -t,<of'!ra=<tr<t"r
F
E
)
o
I
z
z
iul
-iE
uzl
z
s
Fzllt5qJ
u,l
F
J
J
F
F
F
F
cc
UJ
UJ
IE
J
F
!
Er
tu
0,
o
z
-oJ
-l
o
=
lre
=,-@l-
t
NOtfvn'lvA
Y
o3
z
F
a
uro
.J
at
2gl
G-
Itl>o(')
z*N
z
<.1 9t
z
trc*-G. 6
oo
=>:2:<
>o
-.i
! ..^ i
.rl
,
-.1;r,.o0,
",\Aru, Couo.O
GENERAL PLAN CORRECTION LIST
Total Allowa ble Floor Area... 2.4..O. h/..-.....--..Sc. Ft.
Basis lor Increase ./, \
.-.H.Aa..alJa#:a"L*-.{..5*<.)..X..7-...=...//
...!.5t.tua...*-../,e.. =. e +ah/ .{. ......
EOMMENTS OR ASSUMPTIONS:
Floor Area:
FireZonelto.......r3.-.-.--.-.Stories.€f.-fr.krwZT
Ftrxlr (lotat).....-/-
Corrcctions checked below ale to be nnade on plans before pe.mit is issued.
Thc app.oval of plans and specitications does not permit the violation of any section ot the Euilding Code, or other City Or<linance or
Statr Law.
Valuation should be S............-
GENERAL
Show job address on plans.
Give name ol person responsible for plan9.
Submit fullv dimensioned plot plan.
Give all dimensions on Plot Plan.
AREA LIMITATIONS AND GENERAL
OCCUPANCY REQUIREMENTS
Ground €levations should be shown at cornels
ot the building and at cnanges In ground sloDe.
The ground elevations shouid be taken at the
lowest Doint between tne exterror wall and a
point 5 teet out or at the proDerly ltne' rf
closer. Where the erterror wall rs parallel to and
within 5 teet of a publrc srde\Nalk alley. or
othet public way, the Sround elevattons should
be the elevatron of tha pubttc way. The number
of Stories In this burldrng cannot 0e deterinrned
until this data is turnrshed.
The total tloor area i5 lrmtted to
3quare feet. Secircns 5C5 and
Unobstructed yards of
bc maintained on ..-..,.....-...-..-.-........-..-..- 3idca
ot thc buildrng for area purpose3. Secfion 506.
Provrde delaris tc sho',Y that
.hcur are,r setaratron *"'rt snorri cb.pri *,iii
S€cbon 505 (c).
(a) Extend verlically from lhe foundation to !
point 30 inches abovc thc roof'
The buildrnS is limited to . ....ti?......,.... .
(........-...-... ...- feet in height) as a Type
structurr. Section 507 and Table No.5.
TYPE OF CONSTRUCTIOII
\t"f
ShGGt l{o...... 1..,...ot.........Q......-..Shcca
(b) Totat width of all openings limited to 25 pet
ccnt ot ihe wall length ln the story under
consideration.
(c) All openings protected with lire assemblies
having a fire-resistive rating ol one-and'one'
halt (three) hours.
(d) Ducts through area separation walls should
b€ evoided- lf allowed, tire damDers on each
3ide ot the wall are requrred. Section 30.102,
U,B.C. Standards.
A tire..€sistive occupancy separation in conform-
ance with Table No. 5-B and Section 5O3 i3
required between the
Horirontel occupancy separations should be sup-
potted wlth a structural system havrnq equrva.
lent tire-resrstive orotectron. Sectron 5O3 (d).
Type v (lll.N) (lv.N) burldings are not permrtted
in Fire Zone No. l. Sectron 1602 (J).
Roof coverrngs should be tire tetardant. Sectron
1603 (a) or 17Q4. Oetarls or sgecrfrcatrons com.
plyin8 wrth Sectron 3203 (e) are requrred.
t(t
ta
)a
Eil:.'J:"1,!T:?"
l?' I L 9_.. ru ; ;;; ;i,'l'"iil:
S€ction .................... 03 (a).
0t
16.Openings in exteriol (court) wall3 within ....--.--.--teet of property lines should be protcctad
slth three.fourths.hour tire assembties. Section
....._-.......... 03 (b).
he
t7.Usable space under the first floor erceDt in
Gtoup | (J) Occuoancres shoutd be cnctcaed
a3 ruquirud in Section 1703.
l&Fire-tesistive constructron lor structuial elementsin the crterior walls snould comotv wrth Foot.note f,lo. I of TaDte No. l7.A and se.rron
See Section I7Q2 lor ctarification.
'tg.Building paper should be apptied to ertenot
waffs as specrfied in Section 7707 (a).
.e.Enclosures tor floor openrngs snould cornply wrth
Table No. 17.A, Sectron 1706, and Chaotir 30.
Details should clebrly Indicare thrs.
nA
2t.Structural members carryrng masonry or con.
crete walls in burldings over ofle story In height
Should be protected wrth mrnimum one-houttira protection. Section 1708.
"--"-"-';-"""
:....::::::::..:::.:.....::..::::::.::.:.:....,::::..::.:.:::..:.:.::
he
2:i2.Nonabsorbent tinish and backing tor toiiet room
walls and floor should contorm with Sectionr7t I (a).
4
23.Shower stall walls should be tinished with a hard.
nonabsorbent surface to a niignt of O feet.
Section lTil (b).
t4
24.Doors and panets of shower and bathtub en.
closure should comply with Section lTll (c)
to (e).
n4 25.Parapet walls not less than ....-.--.....-.. inches in
height are required. Section 17O9.
/rE,
26.
rtj
Eave overhangs and simitar architecturat pro.*i,l--ll ::::1.:ll. ::Y::llll:
l'lg
27.Metal roofing (siding) should be bonded and
Srounded in conformance wrth the local elec.
trical code. Section 1715.
28.Proiections beyond the ext€rior wall should con.
,otm with th€ least restrrctrve ot the totlorrflng:
(a) A point one.third the distance to the progeny
line trom an exterror warl. Section 504 (b).
(b) A point one.thrrd the distance trom an as.
3umed vertical plane located where lire.
resistive protection ot openrngs rs tirst re.quired due to locatton ot propeny. Sectronii 11.
a.Envelope cerlings should satisfy the tollowing
conditrons lSectron 4303 (b) 6.1:(a) Should not be used to provrde trre Drotection
beam and Blrde6 supportlng more than one
tloor.
(b) Columns should be rndividually tire protected.
(c) Duct and outret ocenrngs a.e irrn'red to IOO
sguare lnches rn eacn l0O square teet ot
cailinS area and should bc protected wtth
approved tire dampers.(d) Electrical outlet bores should be of steel andnot 8r€rter tnan 16 Square inches rn area.
30.Gypsunt board cerlrnls In conlunctron wrth tire.
reststtve assenrbrres snourd be supported atinteivals not erceedrng l6 inches. ltem 25,
T.blG No. 43'C.
*ilF"Fi..-i-_.'-.'
Shcct No.-....?......ot .......6..........Shcrt3
B-2 Occupancies with an occupant load of lCoO
or more should be in Type l, ll, or lll one.hour
buildings. The assembly room shoulci not be
in a basement if it contains this high occupant
loed. Section 7O2 (b).
The main entrance shoutd front directlv uDon or
have a 2o'foot wide access to a pubirc way at
laast 20 feet in width. Section 703.
Light and ventilation shoutd compty with Section
705.
A onc-hour tire-resistive occupancy separarror, ;
rcquired between the boiier or central hea ngplant and the rest ot the building. Sectton 708.
gyp3um board ceilings 5houtd be not tess than
2.inch nominal thiclness. Section 4704 (b).
lSection 4703 (b) for wall stnpprng.l
Fin.l partition layouts and d€tails shoutd be sub.
mittcd prior to Installatron to tustrty comprrancr -with occupancy, flre-resrstrve, structurat, ." Iexit requirements. .
Ju3titing test date in conformance wrth Section
lO6 or an ICBO re3earch recommendation t3
pping or suspended wood sys:erfls for
ruquired for
Rooms in which rubbish (linen) chutes terrninate
ahould be separated from the remarnder of lhe
buildin8 with a onc-hour occupancy segaratton.
S.ction 3003.
Openings into rubbish and tinen chutes shoutd
not ba located in required errt corridorg or staar.
wa!6. Section 3003.
SPECIAL OCCUPANCY REQUIREMENTS
Grcup B
8-3 Occupancies should be ot one-hour fire.
rc3istive constrpction it located rn a basement
or above the tirst story. Sectron 702 (b).
Erterior openings for rooms containing a boileror central heating plant should be protecred
with thrce.fou rths.hour tire-resistrve assern bi res
that are tixed, automatic, or seif.closing rf lo.
catld below openings in another story or rl tess
then lO feet lrom other doors or wtnoows lnthr 3rmc building. Sectaon 708.
Group C
Euildings housing Group C Occupancies shoutdbc ot one-hour tire.resistive construction
throughout. Section 802 (a) and Table No. 5.C.
Use of tooms should be clarrlied. Note that
rooms having an occupant load of more lhan
l0O and rooms used for kind€rgarten, trrst, cr
3econd grade cannot be located above the t'rst
Story above grade ercept rn Type I consrruc-
.tion. Section 8O2 (b).
A onc.hour tire-resistive separatlon is reourred
Detween laboratofles, shops, storage rooms.
These areas should also be seoarated trom
other classrooms. Sectron 802 (b).
Ona required exit should front directly uoon. ot
havc a 2o.toot wrde access to, a puDlrc way at
least 20 te^t in rrdth. Sectron 8O3 (a).
Sanrtary tJcrlrtres 3hould be provided rn acccrc.
ance wrth Sectron 805.
42t
rfil.
u'LiSht and vcntilation ihould comply with SecH
805.
)
.- ?
{
,48.A one.hour tire.resistive;Eupancy separation i3
tlquired between the boiler or central heating
plant and the rest ot the build'ng. section 808.
Group D
49.Gtoup O, Oivision I Occugarrcies should be ot
Typi t or ll constructron un less'com pryinS wrth
thc Exception In Sectron 902 (b).
50.Group D, Oivision 2 (3) Occupancies should be
of onc.hour fire-resrstrve construction through-
out. Table No. 5.C.
5t.LiSht and ventilation should comply wrth Section
905.
52.A onc-hour tire.resistive occuoancy separation is
required between the borler or central heattng
plant and the rest ot the burlding. Section 904.
53.Erterior openrnes for rooms containing a boiieror central heating plant should be protected
with three.fourths.hour trre.resrstrve assembliesthat are fixed, automattc, or self.closrng it
located below op€nings In another story or if
lass than 10 {eet from otner doors or windows
in the same building. Sectron 908.
Group F
54.Motor vehicle service stations should be of non.
combustible or one-hour fire-resistive construc.
tion. Section lf02 (b).
55.Storage areas in excess ot l00O square feet in
connection with wholesale or retall sales should
bc separated from the pubiic areas by a one.
hour fire-resistive occupancy separatton unl€ss
the building is equipped throughout with an
automatic tire-extingurshing system. Sectionrro2 (b).
56.Light and ventilation should comply with Sectionll05. '6 +\ sFax b. tak"n f,oh o.rt.rd€.
57.Exhaust ventilation at or near floor level is re-
quired by Section 1105.
58.A one-hour fire-resistive occupancy separation is
tequired between a borler room or central heat.
in8 plant and the rest of the building. Section
1108.
G?oup H
/q1 c
59.A Group H Occupancy more than two stories in
height or having more than 3OO0 square feet
above.the first tloor should be of one-hour
fire-resistive construction throughout. Sectron
1302 (b).
t'/ ?
60.
7
The following rooms should have wrndow areas
as specified in Section 1305 {a), one.halt of
:::::.::::::i_... .... .......
/6r.Mechanical ventilating system in bathfooms
should provide 5 Pe< rosrr. air change directly
to the outside. Sectron 1305 (a).
fl,,
62.Windows f.om .......................................... should
not be considered as turnishinB required light
or ventilation since they do not open to a yard,
Court. or street in accordance r{th Section
1305 (a).
l)t
,,6a
4
Court3 bounded on four srdes wath watts should
be at least l0 teet in length. For ccurts more
than fv'-o storres rn hertnt, the requrred wroth
should be IncreJscd by one loot and the re.quired length by 2 feet tor each additronal
3tory. Section 1305 (c).
Shcct No......1......ot........€..........Shcctr
a-Eltable room3 in cellar3 arc not a ow?(t, S.?"habitabla room". detinrtron in Sectron 409.riic-iitint ii- [o piJnioil-ir.r, ioo?I"ro-?
tormcd wrth retainrn g walls.
. toom doe3 not
havc thc minimum cciling height rcqurred inScction l3O7 (a).
" iil; "; ;t;1il ; " ;;;; ;;;;;i' iri8,o'",'# "11
square feet. Section 1307 (b).
A toilet room should not open directly into a
kitchen. Section 1305 (b). Errrpror,|
a$i:i:ffrrffi:,'ins units shourd compry with
I A one.hour tire-resistive occupancyI. ir required between a borler room
I hcating plant and the rest ot theI Section 1312.
i Every dwelling unit and guest room should have
i comfort heating tacalities as specilied in Section
sepa ration
or central
building-
13l l.
Group J
72.
Group J Occupancies are limited to l00O (3000)
square feet in fioor area and one story an
hei8ht. Section 1502.
Exhaust ventilation openings in a garage are re.
quired by Section 1504.
Garages should not open drrectly tnto a room
used tor sleeping purposes. Section 1504.
An apptoved noncombustible material is required
for Sarage tloor surfaces. Section 1504. Asphal.
tic concrete does not comply.
EXIT REQUIREMEI{TS
An occupant load sign is required in classrooms,
assembly areas, etc,, havtnB an occupant load
of more than 50. Section 33Of (i). See...-...-....
Conto,ming erits ar€lrlow as specified in
reouired trom the arees
Section 3302 (a).
Erits should have a minimum separation of one.
fifth the Derimeter of the room or area serveo.
Section 3302 (c). Note that "penmeter" rs
along the outer boundary of the room or area
seryed...-.........
No point in the building should be more than
l50 (200) teet from an extenor errt, hon:ontal
cxit. enclosed starrway, or extt passa!:eway.
meesured in the directron of travei. Sectron
3302 (cl).
ol.
Erit doors should swing in the directron ot
cgrcss. Section 3303 (b). See doors
Double acting doors are not allowed where serv.
Ing a tnbutary occupant load ot mOre than 1,00.
Sectron 3303 (b).
Errt Coofs shoutd be openabte from ine rnsi:e
wrlhout the use ol a key, specral hnci!,r-.il,je, vr
ctfo.t. Section 3303 (c). Note also rhrt tlush
bolt3 or 3urtace bolts are prdhrbrted.
o
Erit doon should b. a minimum size ot 3'x 6'8"
with a minimum door swtng of 90 degree3,tlction 3303 (d). ...................
Thc net dimension (clear width) at doo'ways
Jhould be used in determrnrng axrt wrdths
rrquired by Section 3302 (b). Section 3303
(d). In consideratron ot door thrcknesses, panrc
hatdware, door swing. etc,, the requred erlt
width3 havr not been lurnished. See door
A floor or landing not mora than 2 inches below
thc threshold rs requrred on each srde of an
crit door. Section 3303 (h).
000rs should not proiect more lhan 7 inches into
tha required corndor wrdth when fully opened
or more than one.half into the required cori.
dor width when in any positron. Sectaon 3304(c). ..................
Revolving (sliding) (overhead) doors are not per.
mitted as exit doors. Section 3303 (t).
Exit doors should Drovide immediate access to
an approved means of egress. Section 3303 (S).
Exiting through another room does not comply.
A landing or floor that is level or not more than
2 inches lower than the threshold is required on
aach side of an exrt door. Section 3304 (h).
Co,rido6 should have a minimum wrdth of 44
inches. Section 3304 (b).
Corridors serving nonambulatory petsons should
heve an 8-toot minimum wrdth. Sectron 3318
Walls and ceilings of corridors should be of one'
hour tire.resistive construction. Section 3304
(f). An architectural section througn the corri-dor is necessary to determine how this is
accomplished.
(c).
Oead end of corridors and exit balconies are
limited to 20 feet. Section 330.1 (e).
Erterior exit balconies cannot proiect into an
ar€a where protected opening3 are requited.
Section 3304 (t).
Interior openings into corridors should be pro-
tected as set forth rn Table No. 33-8 and
Section 3304 (g).
Openings located between the end ot an exterior
cxit balcony and the nearest stairway should
be protected as required for corndo6. Section
3304 (8).
Stairway should have
e minimum width ot inches.'Trim
and handrails should not proiect more than
3% inches into the requrred width. Section
3305 (b).
Rise6 on stairway3 should not erceed 7Vz
inches and runs should not be less than l0
inches. Sectron 3305 (c).
Lendings on stairways should have a dimension
in the direction ol travel equal to the wrdth ot
lhc alaifuay but need not exceed 4 feet. Scc-
tion 3305 (l).
Sasemcnt
a p0roved
f lou6 in
portron of starnvays should have an
EJrner whe,e cont'nuous to uDoer
an eI|t encrosure. seclron 3305 (8).
Vartical distances b€tween stairway landtnS3 aro
limited to l2 f€et. Sectron 3305 (h).
t0l.Handrails should be placed not less than 30
inches nor more than 34 inches abcve the
ttcad. Section 3305 (i). Two handrails are re'
quirad where staitways Gtceed r14 inche3 in
width.
w.Guardrails tor stairg, balconies, and landjnc'-
3houtd conform wrth Sectron 1714. i\iote t . J
marimum clearance between Intermediate ra, '-t
B 9 inches,
\f r03.Openings in exterior walls within l0 leet of
Grtrrior stairways should be prolcctec with
lrlt-closing three-tourtns-hour fire.teslstrve as'
scmblies. Section 3305 (k).
t/l
104.Enclosed usable soace under interior statiways
Should be protected on the enclosed srde as
required for one-hout tire.resistive construc'
tion. Section 3305 (l).
ft 105.Noncombustible extetior stairs are required. Sec'
tion 3305 (m).
106.Exterior stairs Should not prolect lnto an area
(yatds or courts) where wall opentngs must be
Drotected. section 3305 (m).
'o{'
107.One stainaay should extend to the roof. Section
3305 (n). lt must be in a smokeproof enclosure
in buitdings over tour stories in height. Sec-
tion 3309 (b).
r08.Six.foot 6inch minimum headroom clearance for
3tai.ways should be indicated on plans. Sectron
3305 (o). Note that this is irom a Plane tangent
to the stairway tread nosings.
N)109.Ramp slopes should not exceed one foot in
...... teet. Section 3305 (c) (d).
na ll0.Surface of ramps should be roughened or of a
nonslip material. Section 3306 (t).
ll
l1l.
+
Stairways 3hould be enclosed as sPecitied in
Section 3308.
tal Onl ti*oi-nour fire-re3i3tive walls are .'fquired.
(b) Only exit doors are allowed to open into erit
cnclosures.
(c) D,oors should be labeled one (one'and'one'
halt)-hour tite assemblies.
(d) Erit enclosures should include a corrtdor on
the ground tloor extending to the ej(terror.
Fire-resistive construction should be as :'e-
quired for the exit enclosure, including pro-
tected openings. Only exrt doors are per.
mitted to open into the cortador.(r) An approved barrier is requlred at thq ground
tloor to prevent peoDle from acctdently con-
tinuing to the lolYer level.(f) Usablc space is not allowed under the stairs.
oa I t2.One erit from the building should be a smoke-
prool enclosure complying wrth Section 3309.
0c
I t3.Openings into exrt courts less than 1O f€et wrde
should be orotected wrth labeled 45-mrnute iire
assemblres. Sectton 331I (e)- Aiso see 'exrt
@urt" detinition rn Sectron 3301 (c). Coenrngs
morc lhan l0 teet above the coun tloor are
crempted-
n(
I t4.No openings other than required errts are oer-
mitled in errt oassageways. The passacevrav!
Should be ot .... .. ..........-... .hour hre.resrsttve
conslructron. Sectron 331I (a).
nA
t 15.Erit illumrnatron and signs should be provided in
contormance wrth Sectron 3312.
|ft'
r t5.Aisle (cross arslc) In auditonum Should h: I
mioimum wrdth of ....... Sect,c.r
3313 (b). Section 3313 (e).
Shcct No......{.......ot........6.-.......ShGrt!
f.
ftt
!17.
)
Panic hardware rs reouirilFon €xrt door! serurnt
Groug B Occupancres havrng an occupant toadof more than 100. Section 3315 (a). In rreu
Ot this. doors shall have no tocks or tatchc3.
I ir.
tt8.
)
Main and side errts in conformance wr:h Sec.
tion 3315 are requrred for 8.2 (l) Occupancrcs.
Srction 3315 (a).
0r
t19.
)
Cotridors ot Group C Occupancres should have a
width fequired by Sectron 3302 plus 2 teet, but
not less than 6 feet. Sectron 3317 (a).
tlt
120.€ach tloor above or belcw the ground ttoor level
of Group C Occupancres shourc have no tess
than two exit stairs. Sectron 3317 (c).
t2t.Exit staars serving an cccupaot ioad of more than
100 in a Group C Occupancy snould have a
minimum clear width of 5 feet. Sectron 3317(c).
y)t
t22.
)
Exit doors cannot be more lhan 2 feet narrower
than the required corridor wrdth In Group C
Occuoancies. Section 3317 (d).
f)t l"''Exit doors from schoolrooms shouid swiflq in
the direction of egress. Sectron .3317 (d).-
11r
t24.
)
Rooms ot Group C Occupancies used by pupils
and located below grade should have one exit
leading directly to the extenor of the bullding.
Section 3317 (e).
nt
125.Panic hardware is required on exit doors serving
rooms containing more than 100 occupants
and in corridors of Group C Occupancies. Sec.
tion 3317 (f).
fir
t26.
I
Every room in a Group D Occupancy shoutd have
eccess to at least two legal means'ot egress.
Section 3318 (a).
i!
t27.Doo6 from bedrooms and wards of Group D
Occupancies and all exit oFenings where non-
ambulatory patients are housed snould have a
minimum clear width of 44 inches. No oro-
igctions in this width are allowed. Section 3318
(b).
{)t
128.Panic hardware is requrred on exit doors serving
more than 50 occupants in GrouD D Occupan.
cies unless there is no latch or lock. Sectron
3318 (D.
)2s.Every'sleeping room below the fourth floor
rhould have one openable wtndow or erterior
door conlorming to Sectron 3320 ior emer.
gency erit or rescue.
'LOOR,
ROOF CONSTRUCTION. COVERING.
SKYLIGHTS. ROOF STRUCTURES
130.The space between wood tloor constructron and
a Suspended cerlrng below should be divroed
into areas not exceeding 1000 square feet. Sec-
tion 3103.
l3r.Attics ot combustrble material should be drvrded
into areas not exceedrng 2500 (7500) square
feet. Section 3205 ( b).
Root drainage should be conducted under thepublic srdewalk. Sectron 3206 (e).
n
133.Overflow drains having the same iize Js root
drarns and on Indeoendent drarn lrnes are re.
qulred. In lreu ci ': ;. Jy?'ircr/ 5c!ccers tnlee
limes the srre of rccr drJrns shourd ce rnshtted
in parapet walls. Overttow system snoutd havc
inlats located 2 inches above thc low potnts
of the root. Secl,on 3206 (c).
134.The aggre8ate area of penthouses and other roof
ltructures cannot exceed 33Vt qer cent of tha
3upporttng root area. Sectron 3601 (b).
.EXTINGUISHING SYSTEM
Srction 3801. This includee blind space3 en.
closad wholly or partly by cornbustrbie con.
ltruction. U.8.C. Standard No. 38.150 (k).
Dry standprpes are requrred in burldrngs 'h'..r ot
rnore storiei in herght. Sectron 3804.
Wet standpipes are requrred as specified in Sec-
tions 3805 and 3806.
Fire-extingu ish ing system plans should be sub.
mitted to you to determine compltance with
applicable building. plumbing, and fire codes.
FIREPTACES AND CHIMNEYS
Chimneys should comply with Section 3702.
The interior wall and ceiling finishes
Specified and comply wrth Table No.
Section 4203.
should bc
42-B and
I r42./l
I
I
143.
t4E.
152.
Shcct No.......$......of........8.........Strcctt
Gypsum wallboard (interior lath and olaster) can.not be installed on weather.exoosed surfaces.
Section3 470i, 4710. See Section 424 lot dett-
nition of weather exDosed surtace.
SkyliShts shoutd comply with Chapter 34. Plastic
Skylights are allowed only under the conoitions
sp€cified in Section 5205.
Glass and glazing should comply with Chapter
54. Type and thickness of glass shoutd be
specitied. -'-r) 9f^aa <L^.,.' t<.--r.
Glass and glazing in hazardous tocations should
comply with Section 5406.
STRUCTURAL
Special inspection in conformance with Section
305 is required for the following work:
(a) Structural concrete where the desrgn rs based
on an ultimate comgressive strensth in ex-
cess ot 2000 pounds per square inin.
(b) All welding except where done In the shop ol
an approved tabricator.
Installation of high strength bolts.
Soil classification in conlormance with Table No.
28-8 and .- pounds per square
foot soil bearing value used in destgn should be
specitied on plans. Section 2803 (a).
The loundation investigation report mentioned in
Dlans wasnot included In data forwarded to us.It Should be submrtted tor revrew.
Structural calcurJtions should be subrrrtle', i1
,usirfy the adequacy ot the StruciurJr s!sl':'1
in r$rstrng sersmrc and wrnd loads. anO sup'
portrnB deal and live loads. Thrs includes
toundations.
A
)
)
c
All masonry Or concrete elements resrstrng sers.fiic ,orces should qualrly as rernforced €le.
ments. section 2314 (k) 3.
Precast concrete wall panels
h./t ratio ot 36 (25). Section
are lrmrted to an
2622 (t).
Waod members may supDcrt loads fronr riascnry
or concrete only under the condrirons specttredin S€ction 251O.
)-
f
ta
153.Ju3tifyhg calculation3 and details should b€ pto'
1.11..111 ::.::...:::::....::::::::::.:::.::::::::::.:.:..:::.::::::::
154.Roof3 3hatl ba dcaiSned for snow load3 ot
...-h.5...........-. Doundr per square toot. Seciion
2305 (c).
flt
155.
1
The roof should be designed for uplift wrnd pre3'
3urcs with due consrderation tor lateral support
of compression flanges ot ti€xural members.
155.Roor load should conside? a lFrffund pcr
square toot panitron load. Section 230? (b).
11r It57.Itlarguees should be desrgned for a 60'pound per
square toot live ioad. Table No. 23'A.
f') t
158.
1
Garages for the stotage ot orrvate pleasure cars
should be desrgned tor a minimum zooo'pound
wheel load. Section 2302 (b).
4 4se.1
Live load signs are required. Section 2309. See
nt
160.
?
Glued-laminated lumber should be labricated in
accordance wrth Sectton 2513 (c). A certificate
ot inspection should be submitted to you. Sec'
tion 2513 (e).
n
161.
4
Allowabte stress in glued-laminated members
over 12 inches in depth should consider a
depth reduction factor. Section 2513 (a) 4.
t62.Cross grain tension in wood is limited to approxi'
matelv one.third the allowable stress In sheat.
Roof ind tloor ledgers should be Justiiied for
this tension resultrng trom a 2oo.pound per
lineal toot horizontat force specilied in Section
2313 in combination with dead loads, both
causing eccentric moments.
163.Bolted connections exposed to the weather are
limited to 75 per cent of the allowable load
under protected conditions. U.B.C. Standard
No. 25.1711 (c).
'e.Anchorage of concrete and masonry wails should
comply with Section 2313.
)ffi'Plywood grades should conlorm with Table No.
25.C.
4
166.
Lt
Justification is required that sufficient slope or
camber i3 availaole to assure adequate roof
d.a;nage after long time deflections- In lieu of
this, roots must be designed for possible
ponding of watet. Section 2305 (f).
Railing3 should
pound per toot
Ceiling joists should be desagned
of not less than l0 pounds Per
Section 2304.
Wood members
should comp!y
lddiuonrl Corrections:
Details on stressin8 method and hatdware along
with justilying data are requlred on Drestressed
concrcte work. This data should be submltted
and apptoved pnor to ordertng of matetral.
Note thit all tendons should compiy wrth Sec'
tion 4303 (e) 3, for tire'resistive purPoses.
-la diaphtagm should be provtded- Inrorrna(r'J"
Nailing tor gypsum board (lath, sheathing board)
used 3trueturally on shear waiis should De
specified and comply with Table No. 47'1.
Shear walls utilizing gypsum board (lath' sheath'
ing board) cannot be used to resrst loads rm'
poled by masonry ol concrete walls. Footnote
t, Table No. 47-1.
be desiened to withstand a 20-
horizorital torce. Section 2304.
rhouli cohpty v{th a speotic |CEO researcn
racommendation or tegt data Submrtted In com'
plianc€ with Sectron 106.
Detail3 shoutd be provided on roo{ (tloor) dra'
phragm connections that Indicate how the
3hea6 are transferred to vertical Shear.reslstrng
elements. Connectaons should be lustrtred wrth
3tructural calculations for compliance wrth al'
lowable values.
for total lcad
square loot.
Interior partitions should be,ustified structurally
for strength and detlection ctiteria spectfied In
Section 2312 (b).
entering masonry or ccncrer^
with Section 2509 (f).
exte'ld
Provide complete specitication in contormance
with the design tor
with a specific ICBO research recommenoaiton
or ,ustifying test data snould be submttled in
comDliance with Section 105.
Plans should indicate that foundations
below the frost line.
lha|. rh.rtr r.a I ga.a ot iha Dlanl r.d shall tarn.in atlach.d tharalo.
Rcchccked tnd Approved....
Gor|tcuo|tr 13 rboya indic.lad rill D. com9litd rith.
(Sign Here)....-...(Si8n.tu?a ot Osn.? or aPPl'c.nl)
Ch.ckcd by
tani 2O.!
Shcrt No.....€.......of.......€.....;.....Shcctl
l!
-r
Io
Vlt c g6.ccaOer C-urJB
2 BeD @A c€lsDamtNldMS
Fea rx)l
t). L.
-
Faa.rtxrcr 2.5 * l5o
e .g-^t d,attis
a r c n i t e c t (gOS)755-8000
suite 611 hampden easl
8000 e. girard avenue
e. hampden at tamarac
denver. colorado 80231
= 315
FarpDATfaLl ll.?5*-..1 t<l5o = llao
Fvae
€r4T. El(.. 2. Lc
terDD Bp . A
211 -2') 7 .79
lpeor- .1
FrY. wD. I .t6
@^l<' >- ra r- qr = c.atZZ.tcn lfax3 =
: 31C'
3+E
WAccg 24.18 > rc)
*-L * tLc7.x2*
2o<rtr
BeAme.€*l.b?x34xff x3 = 5g
Pnpq\rs.33x?tax: 4x1
Der,K . ,Z€ u. ?4 -- 4.2lrr€o(. .aL*? ?. bTlal 4orrv t 6
De<K offi tS = t5E
4.f x .lzf y cS tV = 4't
$xz *.37 t.A7 x31xa A I
zoF 3o3os/ril. = Pr-. :
oo I
I
IJ.
e "!-a.t^ dattts6Vntu lZac€ue-1 rr+lB
Z BED Par>tvl c.oNDaMfNtorv\S
L.LO .
--Fu"ozz 4o*to*a = lc2,.e
%ooF 1a sr lS *4G = | t 3A
z+
DECS loe >< 4,€ x 3 = l5Scz
TuEE */n. -- L. L .
ilrx. LoADfNq CapDrrraN5 = ,,bt/et D.L:
+ 76A6ra/ FT. LL.
-
lDl l O tlel
suite 611 hampden east
8000 e. g irard avenue
e. hampden al tamarac
denver, colorado 80231
I
e "!.att dattisa
Vlru- Elc-cpoe1 CuoB
Z BED Pfl coSUamtNlolv\S
IrfreemeOlATe, WAuu Freortscrs
D.L. .
-
Faartuoy 2* l5o = 3ao
FarrroUmaP 7.'t-S >\, b1 x l6cr = ?21
Fr..ooaS ?7.lbx l8xB * lz€o
WAuus 3z.1S x B
%*e2* z4
E.eF lo.€*lg a tE1
Belrrs.Sxl.c"lx34xf6x3 = 6lz4
Pue-r-rxr5 . ?B r< . tb x3 4 x 4. €
z+S7t/e-t = D.L. :
L.L. '
Fuaafe 4oxtg x3 = 2ltccs
Aooe -?o *lA *24 f 3("ft -at -21
-
35-z5. lf:r = L. L.
MlX. Lar>txtc. CaNDtTlaN)S r z4€E s/pt. D. u.
+ Z3z€€/n. L. L .EE/F;
ffllx. %tu Belsruq fteseoE€ = 3a,-,o Psp (Ar-r.owABr€) j
€1?3 = z11t PsF (rerrlu) ,.L
a r c h i t e c t (303)755-9000
su ite 611 hamDden east
8000 e. g irard avenue
e. hampden al tamarac
denver, colorado 80231
t.
Vlr,-
aEeo-
Eelz
TaAc.6F,JET CLoB
",'@n
<aJDomtNroMS
War-u Facrnsq
e &^g de.tts
a r c h i t e c t (gOg) 755-8000
suite 61 1 hampden east
8000 e. girard avenue
e. hamoden at lamarac
denver, colorado 80231
3oe
3Z-,
5 SC.
5z+
+e
= lR?
?+a
?4-
D. L.
-
Fanx.tcq
FaorlDATIou
pL-oa[aS
WALLS
P'erF
Be,Arns
Focr.Jt$S
Eltr-c.epy
Dec'4
ElEAfltS
2*l€o-_
3.zCx .b7 x tSC)
27.1b x I x Ei
32.15 x tLc
bx,'2-1 * lb2x24
lc2.s x lj.5x l.G? x34 x l3 x3
z1.33X .g3x :r4x E. f
E
B
. f Z<>eSx ZA x7
L.L.
pgaapg 4ox E xE
?eee W z+
EAL n$Y 1o*6x3
Mlt . Lalorlxl CaNDtT|aL)B
s7
a+
2to1a/ rt. D. L
.' 1cp
r 7E6
a tosoffi
- Ztol?/ft.2176t/Fr
L. L.
D. c.
L.L.
ftlAr. *v EAp,ro+ hess'.= -tlt*at (rcr.o',^u,.,)
SlaB
-1
--
z+
a€SLPBF (Aclulr-.)
giffiffiffij*g,ull*E
i
2
ts
Fl
ltl
-t ^^^
.l
-\9NDO
FI
ci
<
o
E
o
o
q)
,
F
ql
FI
ci
<
I
aldl
IHv{:ll
wl,)l(/4i
I
I
E.)
'ct
t
qr
o
F
q)
nl\,IFI
,.i
<
I
I
4lctl
I
I
t-, Ill
'r'1cl.0ti<lltl<l
I
I
o
<t
F
al
e :E:s::?i E I zr;:a:ti:€ e"l r
issi:;lAE !;s
;:rg;;ggg ; i r
HE:i-*I!E EEE€E€ilEe;; CF;
E.E:F;is! E EE
Ea;e,ii;+ii rc*
i€€:;g€E€?:::
E ii;E; IEiI I l i
,l :i:;ti3ilgi€
gl :;€*;iaarli;e[ ist-E-l;&6.s .4,E
q aseE Hi3rE I * s
:
F
II
I
I
I
I
Ixlol
r1
I
I
?l
\.,1<lA\]"
II
I
II
I
I
,.1
t< T
!l rr
o)"
r-r F{
,.4
in(J
\9
-<t\\l\l
c
o)
!
B
(t
o).o
tl
aII
\i
El
PUBLIC NOTICE
PLEASE TAIG NOTICE THAT tn", U"tt ""tnttt
tttl O""
applied for a Conditional Use Permit in order to allow private
club(includingrestaurant&barfacilities)intheVaitRacquet
Club Subdivision located in a MDMF Zone District'
A Public Hearing will be held in accordance
with section 21.500 of the Zoning ordinance, ordinance No' 8,
Series of 19?3 on August 12, 1976 at 3:OO PM before the Vail Planning
commission rfhose decision will be transmitted to the Town council
for final decision. said hearing will be held j-n the vail Municipal
Building. Application has been made in accordance with Article 18
of the Zoning Ordinance.
SINCERELY,
Zoning Administrator
rt
I
I
.
MEMORANDUM
TO: PLANNING COMMISSION
FROITI: DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE: AUGUST 12, 1976
RE: _NACQUET CI,UB . REQUDST FOR CONDITIONAL USE-PERI\IIT FORrl.|r' -d;'fr=i-NclffiNc inSrauRANT AND BAR FACTLTTIES
Mr, Walter Kirch' representing the Vail Racquet Club'
has applied for a conditional use permit to a1lorv a club which
would include a restaurant and bar facility' This use was pre-
viouslyapprovedaSanaccessoryusebythePlanningCommissionand
Town Counci-l; however, upon recommendation of Larry Rider' the
zoning ordlnance rvas amended to allorv clubs as a conditional use
in a Medium Density Multiple Family zone distrlct '
The Department of Community development reviewed the
application previ"ously as the zoning ordinance amendment was pro-
posed and at that time recommended approval '
?.7/Publlcation 0a te
Hearlng Fee
-do hereby request permission to appear before fhe Vair pranning
Commission to reguest the followinq:
) Variance from Article :; s/r.
) Park ing Variance) Conditional Use Perrnit to allow
lt'ln /-' , /'r' - Z6ns.
For the fo I low ing descr i property: Lot/tract_, Block
Fi ling Number
Clearly this app I
) 7-on i ng Cha nqe f rom
ho /
<-?
PL ICAT IOII FON VAP IANCE
And/Or
COND I T IONAL USE PERM I T
Ordlnance No. 8 (Serles of l973')
I
/.Application Date
Hearlng Date
Flnat Oecision date for Town Councl I
o
AP
/-7 / /
'--')/L,t".,,.|/),(State)//', / '
j.-1>o, Section-'-,-->-, ti. -'.,'-
*n
Phone 4i''t','Y)-)
What do yo u f ee I i s the bas is for hardsh ip i n th is
a4-r--.,-2./ /4 2...-.,,2-/2-.--,-r !'z r:4-:
,?4r-,Y-.1.,a". '
case?
4 C'?',/.) /,
\l
S ignal'urc of App ticant
, -.1
I
/o q
DESIGN REVIEIV BOARD
DATE OF MEETING:
MEMBERS PRESENT:
SIIBJECT:
ACTION
VO'fE: FOB:
SECONDED BY:
AGAINST:
UnQn /rn1(Q
ABSTBNTION:
APPROVED:
DISAPPROVED:
pn -d^ ross
SUlrlltARY:
E
xq,
E
E
\\\iY
NI
\t\!
\
I
.9
o
o
aql
U)
$ i!iii iiiii:iii ![iigi
gli;iliftlii;ilii';
A
b
o
GI
q,
;
!l
<l
!
,l
(,
U'
a',1$,It*t
1
I
I
l
I>trl4
4
I
I
I
olgl
r-1
<
(l
rt
5)2
!
B
<l)
F
q)
CI
_olt\l:I
.i
4icrl
I
>l)l3i
-lA
tt
I
I
o)
o,
,o
4t
5::sb.i-3 E I g8s.-o*ti G I e;iE:;gE !-l i9 9 c F o -.i t l t;T€€:ii g
=, :*€.:FoEF -E ; dXli9oa9 E'X i
iF3;;3.E E g .e;?EiiE! 4 fi e'E>",3.o3€
= ; ='';€r9tr ; € sE5"9i:3 ;' r t
g€P:E;.9 : F E9!adxE3 5 5 39.=- j G"_ E, c :6
:elEEgg€ g i Eoi."..,"Euo6 : E iESTEf;€T € : E
E::fiEEi ; E s:E:iH!a€ ei b !O- j'Y!7.i.,r..5 .. r. iEEdEesiEE€E;?::EfEt S i ax3i€;aia i f €.= :'r C :,j >,- >a q or9:e'-Ig€9 9 rr eFi':S0,)q€3 E :':-Y c39- ',. E d g ;g€s.d*;EJ' g fr E
eeE HisfE : r g
\
3
!0.
ad
(l)>r =^!e'oGJ
B=
3o
tq
F. -C<=
Fl-
::
91
,rt. X
Fl .v
r^lE
:_l-_\lJI,Ol .=
2i4k+r 3
L
Fl
A;
E< t
Y.l
O rri()t4
f!. \J
v
r-t Filz3R-aO
t
Vai. I Racquet C
I-,. O" llox 1088
Vai1, Coiorado
Vukoslav E. Aguirre, P.E.
George Cogorno, P. E.
Kal Zeff, P.E.
1 tib Co:idor[ir]i irflis
81"6 5 7
.Iu1y 14 , L97 5
to 5 feet aboue
al-'ove iJTe 5 eil t
Subi ect :l.'oun clat ion ite0.trirenlents
Condoniniun Builciings 2 q-|
Yail llacquet Club
Vail , Eagle Coun tY, Colori:oc
Pro'iect 15375
Gentletnen:
As requestetl i-.',' Mr, ilalt.er Kircir, wc obsetr,'cd 1wo backhoe tes i
pit.s at the subje,:t si te on July 7, 197C.'.
In tlie bui.Lding 3reas, 1.5 to 3 feet of tcpsoil and vege-tatjon
had been scripfeci and renroveci fronr tlie are:a. it layer r-ri: tr'et,
soft to mediun- riense, very silty satid 0'5 to i.5 feet <lee1:
overl.ies v,'ei , medium' d.ense 1-o lre1'y denst: sanci a.nt{- $l:aYi: ! , r,.ii i:h
co'ob1es to 18 inch.es, r.rhich ext;er'.dec1 to 5. L) "i:eet, the uiaxj r,run
r1epth explorecl . Grorrldwatet'I^t;rs cbserveci al the surface of
the excavat i.on .
As 'we irn<r:e'rstand, footings are 10 he placed 4
the -presr-rrLt grzrde artd f loor s labs I to I feet
graoe .
Tire very silty- sarrd should be relicvecl , erpos.ing -the sarrd and
gTar.€:1 itratu. (-.iranuI.ar f i ,l.i rnal' tireir -be place<1 atlC conpirc'ted
io at least 95 per:ce1t of naxinuin Standarct Prgctor Densi-ty or
70 percent of Relative Density' Tire fill should extend
1at-era1ly from the outside of the building area -starting at
the outside edge of the footingS, o distance et1ual to the
depth of fill beiow the spread-:[ootings. Footing-s Placed
on' this f i11 inay be desigired for a ntaxinum a11owable soi 1
bear-i.ng pressure of 3,000 psf if our reconnendations are closely
fcLLowed.
Consulting Geotechnical and Materials Engineers
1020 West 1st Avenue . Denver, Colorado 80223 . (303) 534-0882
-2-
Floor slabs rnay bc supported at grade on the properly conpactedfi11. IJensity tests should be taken during fiLling operationsto verify that these reconmendations are being fol1owed.
If any grade or location changes occur, we should be contactedto verify that no additional recornmendations are necessary.
If you
please
have any questions or if we can be of further service,
contact our office.
Respectfully submitted,
GEOTEK CONSULTANTS, INC
REGISTERED ENGINEERS
u
Pre ent
VEA/ss
3 copies sent
By ffi,ffi
tmil lns
rNsr=rfrot neouEsr
EAGLE COUNTY
a
JOB NAME
TIME RECEIVED.:- AM PM
I ornen f] pnnrrel. LocAroN
READY FOR INSPECTION
MON
GOMMENTS:
TUE l weo \1 THUR FRI AM PM
D orsepp RovE D
E uporrr rHE FoLLowrNG coRRECTIoNS:
CORRECTlONS
F4ee RovE D fl nerNsPEcr
INSPECTOR
walter Kirch representing the vail Racquet club requested a conditional
Use permit for tne club including a restaurant and bar'
Gerry White made a motion to recommend approval of the requestl Dan corcoran
seconded the motion in accordance with stitf recommendations' A unanimous
vote was recorded in favor of the motion.
o
PLANNING COMMISSIOI{
SummarY
August 12, 1976
MEUBERS PRESENT:
Dudley Abbott
Dan Corcoran
Sandi Mills
Bill Hanlon
Gordon Pierce
Gerry White
CORNICE
Mike Palmer and Ross Davis, Jr., and Malealm Hunt requested a conditional
Use Permit for real estate office in HDMtr' zone '
Gerry white made a motion to recommend denial of the request based on
staff recommendations, Bill Hanlon seconded the motion; Gordon Pj-erce
opposed. Requesi was'denied. The owners further requested approval of a
driveway which encroacbes a streei right-of-way and to fence and landscape
a small green belt area. Motion was iade by Gerry white to recommend
approvaltothecouncir,seeondedbyBillHanlon.Votewasunanimousto
recommend aPProval'
VAIL EAST LODGING
Erlka McCatl requested rezoning of Lot 3, Block 9 and ! of Lot I '
Block 8, Bighorn SuUAivision Third Addition'
Dan corcoran made a motion to recommend approval of request I Gerry rlhite
seconded the motion in accordance with staff recommendations' A unanimous
vote was recorded in favor of the motion'
CROSSROADS CINEMA
RodToddandMervLapinrequestedforjoint-useparkingforTl
tbeater seats.
Gerry lfhite made a motion to recommend approval of request; Dan
seconded the motion in accordance {tith staff recommendations'
vote was recorded i-n favor of the motion.
additional
Corcoran
A unanimous
-v
Application Date
Hear ing Date
Final Decision date for Town Council
APPLICATION I OIt VAIiIANCI:
And/Or
COhl D.l Tl0NirL LJSI trEt{Mll
0rdinance I'lo. B (Series of lg73t
Pub I ication Date
Hearing Fee
(we )
Phone y'7<',ly't u(S*ate)(C i ty )
to appea r be fore
I low i ng:
fhe Vai I Planninodo hereby requesf permission
Comm i ss ion to request the fo
or a^
Lot/tr^acf ^ Block
Variance f rom Article__, SectionZoning Change f rom To
X
Park ing Variance
Cond it iona I Use Permit to allovr
in /44.D./14,8 zane.
wing described property:For the
Fi I ing
C lea r ly
fo
N um
a+
llo
a te
4
.{t
n
i
il
I
rl
I
{
i
I
{
{i
1iI
p u rpose and intent
/
what do you feel is fhe basis for hardship in this case? ,&,,/au.or4-
of this appiicati '/cn /o r/r rotzlz/c- _
J,/o.,
/,-
%.-lre.q*"2^AJ-/ i"{ -S ignature of App licant
t,,4 \
TA3IE OF COI{TEI{TS
I. SIMT{ANI AND RECOMMM,IDATIONS
1I. INTRODI.trTION A}ID OBJEffIVB9 OT STUDY
I1I. L@ATIONS AND DESCNIPTIONS OT DESIGN AVAIANCIIES
- Oeneral Infornatlon
- 01d tluddy (Patl O)
- Fath 5
IV. AVAI.ANCHE DYI{A"I,IICS AND RECOMMEI'IDED IAND
IFE ON PNOPERTY
- Lot Llnee and Avalanche Runout Zones
- Avalanche Haza'rd Zone D6signatlons
- Reconnended Iand Use
- Atldttlonal Hazards
V. TECHNICAL APPB{DIX
- Ava.lanche Dynamlcs
- Table 1r Avalanctre Dynanlc hopertles
VI. REFEREI.'ICES
LIST OT FIGIJRES
FIGLIRE 1: Air lhoto of Avalanche Paths
FIGURE 2r Alr Photo of Runout Zones
hee
1
3
l+
I
L2
2
7
I. SIJMilANY AND RECOMIiTENDAfIONS
the lirnlts of the deslgn avalanches on paths 4 (Ofd liluddy) ancl 5 are shown
ln relatlonship to the Patton property and te:raln ln Flgures 1 antl 2. It
1s reconnended that bulJ-dlng take place outslde o,f the dellneated hazadl
zones. If bul1dlng ls to take place wlth the noderate hazard zoner then
bulldl.ngs should be clesignecl to wlthstand avalamche forces, or be pocotected
agalnst avalanches by eone method. Bulldlng wlth hlgh hazard zones should.
be avolded.
Mudflows also orlglnate ln the 01d Muddy path ard flow onto prlvate
property. Llnlts of past nudflows are lncluded ln the deslgn avalanrche
llmlts on the south slde of lileadow Drive.
-1-
II. INTNODUCTION AND OBJECTIVES OF STIIDY
Two p,revlous studles (t. xrets et. al, 19731 2. Colorado Geologlcal Survey,
L975) bolh indicate that snow avalanches occur on the slopes above
propertles studied ln thls report. The subject propertles are owned by
Mr. Donald Patton, who requested thls stucly, and conslst of two lnrcels
of land whlch are located ln ValI, Colorado, and are shown ln Flgure 2.
Maps produced in studles (f) and (Z) are at a scale of 1124000 antl although
they give a general tndlcation of avaLanche hazard lntenslty, they do not
provlde the detall necessary for plannlng bullillng locatlons.
This study derlves the dynanrtcs of the deslgn avalanches through deter-
mlnat ton of ava,lanche
A. ?1pes
B. llrequencles
C. Velocltles
D. Dlscharges
E, Flor Depths
F. Runout Dlstances
G. Inpact and/or Stagnatlon hessures
fhe design evalanche le deflned as an avalanche of the magnltude that ls
expected to reott at an average return perlod of 100 years or nore r havlng
a,n anrnual occurirence prrobablllty of IF or Iess. It 1s posslble that
avalanches larger than the deslgn avalanche could occur but thls probablllty
ls enell enough to be dlsregarded ln plannlng.
ltre nethods usecl ln calculatlng the dynarnlcs of the desJ.gn avalanche
ernploy the nost recent Swlss technlques (VoelLny, I)64i Sornmerhaldert L967i
de Quervalnr ]rg?5), along wlth recent Canadlan (Schaerer, L975) ffi
Anerlcan (Mea^:rs, 1976) modlflcations. Assurnptlons and calculatlons used
ln the analysls are sumnarlzecl ln the ?echnlcal Appendix (Sectlon V).
-3-
o
AND DESCRI?TIII. LOCATIONS IONS OF' DESIGN AVAIANCHES
A. General Infornatlon
The slopes above the subject propertles (ftgure 1)* are orlented toward
the east amd northeast. ltrey collect wlntl-bIown snow deposJ.ted ln the
lee of rldges a.nd receive l1tt1e sunllght durlng nost of the wlnter.
Cold air ternperatures and shallor snowpack ln the earfy wlnter often
cause structural weakening of the snowpack over large areas on steep
slopes. Subsequent loadlng of the o1d, weak snorpack by fresh snow
can stress the snowpack to 1ts breaklng polnt. If the snor has evolved
lnto a slab capable of transnltting fractures for long distances, large
volunes of snow can be released on steep slopes ln both open areas antd
forests .
Two cllstlnct avalanche paths, or areas ln whlch the avalanche snow
noves, were lncluded 1n thls study because they affect the property.
Each path conslsts of, three partst I. startlng zone(s) where the
unstable snow breaks loose and begins to flow; 2. a track where the
flowlng snor attalns termlnal veloclty; aJtd 3. a runout zone where the
flowlng snow decelerates and ls deposlted.
B. OId Muddy (fatrr +;
01d Muddy has several separate startlng zones ln a bowl-shaped
depresslon at elevatlons ranging fron 9600 to 10500 feet (2900 to
3200rn). Starting zone lncIlnatlons avera€e 3Oo lo 35o, Llnd€r very
unstable snow condltlons a s1ng1e fracture could connect several of
these startlng zones and a large volune of snow rould be dlscharged.
Ttre northern portlon of the starting zone ls alnost conPletely devolcl
of trees, while the southern portlon ts sparsely tlnbered. Calcula-
tions assune that the equlvalent of a unlforn slab l.Jn (4.9 teet)
thlck ls released fron the northern part and ls jolned by a 0./n
(2.5 teet) thick slab released fron the southern tlrnbered part.
* The scale of Figure I varies from rldge top to valley botton and averages
about 1:9000 (1" = ?5o teet),
At 9500 feet (2900n) elevatlon (nornt l, Figure 1) the flowing snow
becomes concentratecl ln a steep-slded channel whlch has a longltudlnal
6radient of ZJo, This constriction lncreases the veloclty of the
avalanche to about 33 rneters per second (?Z npn), Between elevatLons
of 92OO and 8800 feet (2800 and 2650n) the track widens and the
gradient decreases to 15o. Snall to moderate sized avalanches may srop
in this section, but the design avalanche will not stop here and will
deposit very little of the flowing snow.
The runout zone of the des tg-rL avalanche in the Old I'ludd y path extends
in a north-easterly direction approxinately 24On (79O teel,) fron the
base of the steep slope (Figure 2). The direction of the runout zone
of the design avalanche is determined by the direction of the flowing
snow in the track a,nd due to 1ts high velocity, is litt1e affected by
snall topographlc lnegularities in the runout zone.
The design avalamche is a dry flowing avalanche with an airborn powder
avalanche conponent. Darna€e fron both flowing and powder avalanche
components can be seen on trees at the end of the transition bench at
8800 feet (Z65On) (foint J, Figure 1) elevation. Wet snow avalanches
also occur but are not as Iarge..
The ttynanic characterlstics of the design avala;nche are sunrnarized ln
the Technical Appendix (Section J).
C. Path 5
Deslgn avalanches 1n path J sta.rt on an unconfined slope orlented
toward the east and northeast at elevations ranging frorn )JOO Lo
1d+00 feet (Z9OO to 3f50n). It flows onto a broad, unconfined track
at 92OO to 8800 feet (2800 to 2650n). Avalanche flow depths anct
velocitles are not increased through channelization effects as in
01d Muddy and part of the flowlng snow is deposited ln this sectlon
of the track. Below an elevation of 8800 feet (Z6J0n) (between
Points 2 and J, Figure 1) the track is fairly heavily timbered
indlcating that for an estinated J0 to 100 years, large avalanches
have not reached the top of the n:nout zone and danaged trees.
-5-
Nevertheless r glven proper condltlons r the design avalanche could
break through the timber and reach the property ln the runout zone.
This posslblllty was consldered ln analysls by assunlng that a unlfozrn
slab of l.J neters (4.9 feet) thlckness released fron the sta.:rtlng
zone and flowecl through the lower trees. In thls case the tlmber
wouLd retard the flowlng snow by provldlng addttlonal frictlon and
would illsslpate the energy of the powder avalanche.
Ttre runout zone would be reached only by the flowlng conponent of the
avalanche whlch would nrn out as lndlcated on Flgure 2.
IV. AVAI"ANCHE DYNAMICS AND RECOI,IMEI{DED I"AND TIIE ON PROPENTY
A. Lot Llnes ancl Avala.nche Runout Zones
The avaLanches descrlbed ln the preceedlng sectlon stop ln the runo
zones wtrlch a^re the p,rivately ormd property studled tn thls report.
the relatlonshlp of the Property to the runout zones ls shown on a
vertlcal alr photograph taken ln Novenber, I9?2 (FLgwe 2). The
Racquet Club, and the bulldlngs to the west of the property were not
constructed at the tlne of, thts photograph. Lot llne l-ocatlons were
scaled frorn boundaly surve1rc and are co:rect to wtt}rln an estlnated
+20 feel, Lot dlnrenslons are not preclsely to scale because of, photo
dlstortion, but are srfflciently accurate to plan bu1lillng locatlons.
n
Runout zones were subdl.vldecl lnto three
d.ef ined. by recent Swlss recorunendatlons
those of the Col-orado Geologlcal Survey
tndlcated are deflned ln terns of lrnpact
frequency as followsr
1.@.t
return periods
2. Moderate Hazard:
return periods of
zones of haza,:ocl lntenslty as
(Fbutlger, pers. conm.) a,nd
(r9?5), The three zones
or thrust pressure , a,nd
pressnres 1n excess of 5oo ]:s/tt2 (lt/^z) ard/or
of l-ess Lhan 25 years.
pressures of ress than 600 tasht? (3t/^2 ) **n
25 to LOO years.
-6-
3. Powder Avala.nche and Airblastr sta€natlon pressures of less than
55 ta"/ttz (ojt/^z) can occur beyontl the llrnits of the noderate
hazard zone (Flgure 2).
C. Reconrnended Iand Use
It is reconrnended that bulldlngs be located outsltle of high and noderate
hazard zones lf posslble. If bulldlngs a.re locatecl wlthln moderate
haza:rd zones they should be cleslgned to wlthstanil forces of the design
avalanche or should be protected by avala^nche defenses. Buildlng
within high hazard zones shoulcl be avolded.
D. Additional tLazards
MudfLows and debrls flows also occur Ln the 01d Muddy avalanche path.
The la,st debrls flow occu:rred tn 19?0 (pers. conur., Jln Gregg, ttstrE)
and flowed as far a,s Gore Greek depostting mud a^nd clebrls on Meadow
Drlve. Boulders as large as five feet ln dlaneter were transported
mltlway between the steep nountain slope anct Meo danr Df.'vc.
ltre ltrnlts of the clestgn avalanche on the property lnclude the 1funtts
of the la,st rnudflor so avoldance of avala"nehe areas w111 also avold
mudflow areas. However, because of the much slower velocltles of
mudflows, they can be easlly deflected fron prevlous paths tf they
deposlt debrls and alter the topography. Thls oouLd endantger areas
not a"ffectetl by the last rnuclflow,
If new nudflows q debrls flows occur whlch aLter the topography of the
property, lt ls strongly recomrnended that further study be tmdertaken
to dellneate the haza^rd a.nd reconnend nltigatton tf it appears that
nudflows ca.n a^f,fect property.
V. TECHNICAL APPEbIDIX
Avalanche DFanlcs
The dlscharge, Q was calculated by measurlng the area A, and length, I of
the startln g zone, assuning ai avera€e slab thlckness, h, and calculatlng
the tlrne, t, necessa.ry to dlseharge the snow through the startlng zone.
-8-
The relatlonshlp
t =l/v (r)
lras used, assuming
LF = ELr, (sin a - fcos a), (z)
with U = avala.nche velocity, E = turbulent frlctlon, t - 5/U = kl-netlc
frictlon, hr = 1.5h = flow depth, and a = the slope angle. The dlscharge,
Q, ln the sta.rting zone was calculated as
Q = Ah/t, 3)
TLre sane value of Q was assuned to dlscharge through the channeled track
in 01d l|]lud.dy. Thr cross-sectional a^treas, flow depths, and velocltles wlthln
the tracks were then calculated by trla1 and egor solutlon of the equatlon
q = (6'2 tan u) ltn'/z sin u) (n) (srn a - rcos a)]* (4)
where u = a gully shape paraneter. Solutlon of ihese eqrratlons enable
calculatlon of the runout distancer s, by
, = tf /ze (fcos b - tan b + tf /zfri'), $)
Impact pressure, P9, at the top of the runout zone !{as
po= G,/u) f G)
and pressure d.ecrease wlth dlstance in the runout zone Py
P* - Po (r - *,/"), (?)
where L ls the specific weight of the flowlng snow assunect equal to
ZOOkg/n?, g is gravitational acceleratlon, b ls the slope of the rpnout
zone, and P |s the lrnpact plessure at sone dlstance x 1n the runout zone.
Thls nethod was used to locate zones of pressure lntenslty and tlraw the.
hazard rnap (Figure 2).
Powder avalanche velocity, runout tllstance and pressures were calculated by
equations (Z), (S), a"na (5) respectively by using the clana6e helght
observed ln the fteld to deternlne flow depth. These ealculatlons were cross
checked by calculatlng the pressures and veloclties necessa,ry to cause the
observed danage at Polnt 3 ln the Old Muddy path (Figure 1).
-9-
hessureg on obJects ln the runout zoneg rould va.ry not only wlth rllstarc.
lnto the runout zone, but also wlth obJect slze and shape. therefm, nce
detalled studleE would be neoeasuy ln ocder to deslgn obJects located
wLthln the deslgn avaLa.nctre.
The rettrn pclod. d the desr€t' avd.enohe ras egtLratcd through study of
tree trunk crors Egctlona noar ttre bottm of ttre arralarrctre track, between
polnts 3 and, 4 on Flgure 1.
(\
+t(F{
rr\
tl(\
EEE.{t'xo()ll,OCd._r{drdororo.qltrFPgP+tt{O+tOq{dNgbrcEdoo@Eb0 O r{ O !O ..1 lD Nl ACF{dig+C.OrlO.rlOr{.r{O(\+traN+roN+ggtrt{qioclcld+rdd+tg+t-Ck5+tr5eOO{JOO+'OFr',cqocH q{ +{ 5 q{ ..{ f .- .FlOOot{ooH-CE
EEEq{EEq{ggooooooo>'+++.P+jt'ct+t+t+A+i+.)Pr(\lOOOOOOO.O€rqrqF{cqrqF{N€
Iq;; d; d\$ -o {\d+)-EC r{Al(nFl .d..1 33:-o+hAC-0).r{:=Ad
-OPl
dOP..d.r-l5\ndE .c ._t o4+5+FlCldO()prtr]z
-11-
Ioooooo. -l Ioc)rJ.\oFlGl
oooooo-rla-ll$o\tN(\l F4
ooooooooooo\o\o\o\ooooooooc.\(n(nF{ r-{ Fl Ff $ -+ -+
ol+to I3fi-{ o o5t€l * | | I \o | |
E."t IAI
(\ (\ c.\ F{Nlo\rGl (.r ('\ (.\ Gl Fl ,{
Ioooooo| .-l Iootrp
t-l
lltl
Fl C! Cl -i r{ (\l ('\
FJ
b0I.rt
+l
H{,v,
o\l.l rn
.cII +r /1OAEI.{ O\,F.Fr I
ohn
16goo
o
h+,dto
F{
0)
.a Itt'J I
sEq
oorio+,lrtrlD .rlt8&
h.t,d5tn.E-C Ol : : : -c: :+tEl€4rdgt d d
vI .RETERENCES
1. cle Quervaln, Yl,, !9?5, Avalanche Forrnatlon, ln Avalanche hotectlon
ln Swltzerland, IFDA Forest Servlce, Cen. Tech. Rep. Rl{-9r
158 PP.
2, Krebs, P.v. (Fd. ), L/?3, Evaluatlon of the Snow Avalanche Hazard ln
the Vall Area, Eagle County, Colorado, (unpubl. INSTAAR rep!. to
Town of Valt), ?rpp.
3. llears, A.I.,Iy75, Snow Avalanche llazard Zones of the Vall Area,
Eag1e Corrnty, Color:ado, (open fl1e rept. of the Colo:cado
Geologlcal Srrvey), lzpp.
4, Mears, A,I., !y76, Guldellnes antt Mettrods for Detalled Snow Avalanrctre
Investlgatlons ln Coloradol Colmdo Geologlcal Surrey Spec.
hrb1. No. 8. l-28pp,
5, Schaeret, P,, L775. trblctlon Coefftclente and Speed otr fiLowlng
Avalanches, Snow llechirnlce Synposlum, Grlndelnald, Swltzerland,
Alrrll 1-5' L/14, Ptoc, IAHS publ.
6, Sornnerheliler,8,, L965, Avalanche Forces antt the hotectlon of,
ObJects, WDA Forest Senrlce Iba.ns. No. 6, 14pp.
?, Voel1nyl A,, L9&+, 0n the Destructlve Force of Avala^nchee, IISDA
Forest Senrlce lYanE. No. 2, 64pp,
. ..;o
MEt'1ORANDUM
T0: Planning Conmission
FROM: Department of Community Development
DATE: April 1, 1976
RE: Racquet Club Variance Request
The appiicant has requested three variances that would
apply Eenerally to all future development of residential structures within
the development area. The variances requested are as follows:
'1. Height Variance of 4'.l3/B"for the one-bedroom building
and 6'-45/8" for the two bedroom buildings. Maximum height permitted is 35'.
2. Offset variance on the rear elevations of the
structure from the required l0' to 2 feet.
3. Covered parking requirement variance that would
eliminate the 50% covered parking requirement.
The applicant requests the variance, "to allow the
development of the Vail Racquet Club Condomimium Subdivision to proceed in
accordance with the original subdivis'ion and development p'l an that was approved
by the County prior to annexation and zon'ing by the Town of Vail. The residentia'l
development conforms with the requirements of the zoning ordinance except in
the previousiy discussed provisions. "
The Department of Community Development has reviewed
the criteria and findings provided for in Section 19.600 of the Zoning Ordinance,
and our conclusions are as fo] lows:
Raiquet Cl ub
April I , 1916
Page Two
l. The relationship of the requested vari ance to
oiher existing or potential uses and structures
.in the v'icinitY.
The development includes at least four existing structures
ofasimi]arnature.Theusesfortheproposedstructureaswellasthose
existing are residentiai
-in nature. lftb'piopoied valiances continue the est'ablished
development standarcli'ina li,aructer for tire 'pioiect. Other proiects in the
;;;;;il;h;;d are of i s.imitar nature but of iorver density. There does not appear
to be a conflict with existing or potentiil uses. Futur-e development in the
ui.iniiv wjll be of a clustered, multifamjly nature'
2. The degree to which relief from the strict or'l 'i teral
inieipietation ino enforcement.of a specii:99.
regutation li'nel"tsury to ach'ieve compatibil'ity
ani unjformity of treaiment among sites in the
vicinity, or"io-atiain-ttre ouiecijves of thj s ordin-
ance without grant of special privilege'
The strjct enforcentent of the zon]19 reguiations would
cause a departure tror if," iharacter of-the existing buildinqs' Confornnnce
wlth the standards *nufl irio" ror^ u titii'it-utir'ii6tiutul tieatnrent' 0n the
other hand tne design"U"i.g .ontio"i"a-appioacnes !!: ilTtt of the ordinance
in terms of the offset requirements. rhb'ireignt va.iances are a more difficult
.i ssue. The more,rppo.tiiu aigunent js that it "is necessary to achieve 99I:-,
patibil ity and ,nitlltiiv;'-ryitit existing buildings -on the^site' It is apparent
from existing struciri.ibuilt prior to'tfre Town-of VaiI Control that the
applicant - intenoi-tfr" i"tutning buifAing to confornt rrrith the established
Dattern. A srm,u."u.gJruil-.un nu ruae ior the covered parking varjance'
3.Theeffectoftherequestedvarianceonl.ightanduii, aistribution of 'population' transportati.on
and traffic ii.iiiti"'t, public facilities and
util ities, and Publ ic safetY'
factors.
lJe do not foresee any adverse effects upon these
4. Such other factors and criteri a as the Comntission
' ' A..tt appl ical be to the proposed vari ance '
No additional factors appear to be pertinent'
The Department of Communjty Development finds that:
1. That the granting
a grant of sPecial
the l'irnitations on
the sante district.
of the variance wi'l I not constitute
orovileqe inconsistent with
6thu" pioPurti es cal ssjfied in
Racquet Cl ub
April I , 1976
Page Three
The variance would not be considered.a grant of
^
special privi.l ege in that similar.ur.t inuoiving a transition between county
and Town jurisdiction would be given ri*iiir'ioniiaeration as long as essential
provisjons such as densjty and.uses a.. contoiting.. The rational be'ing that
projects havins existins !turctures ""d ;;;i;; t!it9t11 shou'ld be acknowiedged
and conformed with ";;;:r;;";;rii[i.l'"rr;ih;;,,that
the-variances required
do not devjate rigniii.iniiv'i"or the Zoning 0rdinance requirements'
2, That the grant'ing of the variance wjll not be
Oltrimentit to t[e publjc health' safety' or
welfare, or materjally injurious to properties
or imProvements jn the vicinitY'
The grant'ing of the variances will not be detrimental
to the above factors. The develop*ent is-.onsistent with existing on-site
structures as well as surrounding land uses'
3. That the variance is warranted for the fo1 lowing
reason:
b. There are exceptional or extraordinary cir- ..
cumstancis-oi-londitions applicable to the site
of the ui"iin.. that do not apply generally to
other ProPerties jn the same zone'
The transition between County and Town control ' the
desiqn standards of the existing aevefopmeni' anO.!!"^9:9::" of the variances
;il:li i""tiiiri-g.,. pi:.i.'Ji-int6 ionto.inance creates extraordinarv circumstances'
The Department of Community Development recommends
approva'l of these variance requests'
fi Iililiiiiiiiiili:iiliiiiii:iiiii
*l'sr
e
o
iY
trc{6T
6F
o
A
()
oo
o
nt
.(t
6
a,aE
,o(,(J(t
,i
2&
<
o0c
k\O(d \ooo .Ca o\c lt>Od..1 Cd..{ogf[4oo
tH o0 Ooc c
OC r-loo
-1 N Ol-,('roc Nzour rt!
t{o(t 0)FdH. ..1OF.z N(r$HJ,aI)0.
!)
3\o
,a
o3(nqrh-rF.r ko.
o
.E c)ct, .q€aa
IaA
o'Izqr hlA.)
Itstolz
Il'.ft..l! (,
lt A gl
ll " ''l
tn\o
@
o!rl (6.'l hdo
o
l+{ () (Joo
CFa3 X-loo(6- Ho>
\ol"gr
YFO>fiFco
3EE ..*gE:.nXEg H
2'@ 4
sl
o)
r'O
o,
A
c\rn\o
@
o
I$9
c! i.oE\<s>
Io
xI
ci
O.
'JrEcl;
a.r. ,-Fir-l j
./\l.l i('t i E\'3
l'! T
A
F.
,s
:
', a_lt
rl
,i
li-a
I
Ilrt,\
t
t
6! iF.EEgi!eBF::;:e;ilq3: ;ililii i;gFi i;j : :;l;:i5;!:tt:r,5i;irr :lris;g ts'*; u
i lillli;i;ili*'iii;i,i ii*iEi
u$i=i
i
fi l Ebii:i;:ill:!;:;lii;i i':liii i ;
{,; ;i!q:;!;;'i;;;:iit!,1!;iiii:e,' ;_r I 9ldij " i ' i: E -' : : o . " : F 3 . aF;*i,-;'3;3 .*.?rilii*i:lii:::ii:iesi:i;ilg;; i
I
I
I,t I
'rAl
Lt
I
I
.2
cl
;
i\l\,If\-lllo,
A
I
I
I
(xl2l
I
-A-?il-,I
iil
ut
<31
I
I
I
al
'
EF'EieEig E lH**Ei:i3: ;-l ;-EL6.si:E * l:.ir. o59--.2:^ s L; c ! llr.rL ijFs*:;;iE s; s;r+,:33&E .e ioij;s'riy ' i'g:'ir€:E:g 4 i E
J:i!$!EE E. € r:d3stlEil p * :'..,r:F"T-g 3 L o.=iEiE;E: r { E
=Ei;i!":.j. E E g
|-=ZIEEI*€.E 3 =-
?*rt;s+si ; g 3
E€:;i:EEi ; I :
IIiE€fiei{ : ; i.= Yn* i: -._ E3 - =
r€b;A:iErE: S :'A*X3i*r;aa r g i
i;€:ei$?: ; : !:EE:=*.;Ai -e .'!) E
:gEFE?!fF; s Vts?e=:sgE F E I
=
B
"l
F
F]
F
gI
',Jrl--rl..rl
<lJi
t-++
'tD
L/
E< t
r^ lEl
Of4
l''
,a<
'aO
9.,trx
--N rlilwil\l
I
{,)
A
B
T'
CI
!x
an
,\
\TT
N
I
I
I
I
I
-el\l
I
Irl
\l(tl
a!l
N-l
II*E'a
x
I
.l\il
\.1
i
I
I
I
I
I\l\t
YIil
^l\lr.rl(\l
t*lrl
I
I
(l
U)
bn I
z
!J
o,
a
F
E J'Il\' I
3qg<!t;l>lfl
I
EIIrtls{El
"l
q$l-- Jlt-lE9
,.i9t-.n<
-cl6l'rl
-vlNItr \a-l€<l
.s {l
q)
5
o
I
I
I
I
l
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I.l
ol
iJl'l.l
>l
Itlcql-l
:l
ol
Hl
urt:l
6Itt
6l
tsI
I
oo
€'=
b
B
I
I
EI
@l
N
o
I
I
I6ll
I
I
I
N
(u
I
I
I
I
I
I
I
I
IFil
I
I
I
I
.:
5
(J
F
I
I
I
I
I
l
I
^lYI
dz
E
^(u
oo
E
(n
E
z
F
-J
z-
c)
rr.l.L
F
<nz
FDJ
TAt!
U)D
=
F
F
E
(.)z
J
O
z
an
F
r!
Fc)D
Fa
a,/1
F
Uz
aU}
IL
3l
F
9.1
F
F
F
F
z
rL
F
(-)
Q
z
J
g.
2
F"
z
t-
C)t{
U)
Ir.
v)Fz
t!
p
t!
lrl
F
F
Fz
a
)av)
F
(.)
fi.
F
rilL)
an
F
v)
bO
s
u
L
vI\Jqc
Ft\,l--\l\
\A'v
\r\'ohaDAv
\,
\i.'vehre\)AF(rrah)v
vA\\J
\r-\ 'v
A\\,*)ri\)
\t/
:i)\rtg.
ha
?h
vv
bo
C5
d
I
TNsPECT?N FtEOIJESiT
TOWN OF VAIL
DATE
TIME
JOB NAME
RECEIVED- AM PM CALLER
n orxen f] pnnrrnu.LOCATION
MON
COMMENTS:
TUE
READY FOR INSPECTION
THURWED FR l--------:--AM P.M
B AppRovED I orsnppRovED E nerNsPEcr
El uporrr rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
n.,..'..)
DATE
INSPECTOR
:rNsPEcibN
EAGLE COUNTY
.f ._/:tt ;-^ t1
FIEEUE9T
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! oruen n pnnrtlr LocATtoN
READY FOR INSPECTION
WED THURMON
COMMENTS:
C:'- ;rnr 1:? Ar(@)
Enpp RovED
/ CORRECTIONS
E orsnppRovED ! netNsPEcr
HE FOLLOWING CORRECTIONS:
rNsr=.flot FtEouEsTBUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
DATE
TIME RECEIVED- AM PM
JOB NAME
.,..: EAGLE COU.NTY
' ,'l c ,?q
fl ornen
MON
COMMENTS:
..o ){ ruE/,
! pnnrral. LocATroN
READY FOR INSPECTION
WED THUR FRI
i/t,- _i 7X I
"r6)
El'nppRovED
L:{ UPON THE FOLLOWING CORRECTIONS:
! orsappRovED E nerNsPEcr
*/.;i
..CORRECT]ONS ,,,,
oerc l;- /tJ. 'i L
rNs"=.flo* FtEouesrBUILDING DIVISION
P. O. BOX 789
PHONE:328-633t
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
EAGLE COUNTY'; ,-;,
n orHen
MON
COMMENTS:
$t
! pnnrrel. LocATroN
READY FOR INSPECTION
WED THUR
/"{.,.-. .'l / 1'u-
rnr /' 3o' ^@
ffieeRovED
.+r ,/
LU'UPON THE FOLLOWING CORFECTIONS:
E orsnppRovED fl nerNsPEcr
CORRECTIONS
INSPECTOR
._ _ .,5.4 .r ,qr lt.,L n, ..F.. 1.ItrF|;J|.5|,i'&r. r, -:rqld!
rNsFEcfl.,N FIEOUESTBUILOING DIVISION
P. O. BOX 789
PHONE: 328-6339 EAGLE COU NTY
i'l L'{,L,OATE JOB NAME
TIME RECEIVED- AM PM CALLER ' ;"
E orren E penrrel LOCATION
READY FOR INSPECTION
WED THUR
-/-.\
MoN " /i, )\.//.
h ',,;'4 // /
r^, .. . I '--' o* &)
COMMENTS:
WApp RovED E or snpp Rov E D E nerNsPEcr
LI UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
"arc -2- / I,t.- / 1,.
F.:G?|F { " i.rr4L:F;J::t\anqrEtr.qr.rr-a rqrr\If!-rr JIr.a{rE i!sta(!}:a!gtsSin ltrq gtvsixIFFF$
i
BUILDING DIVISION
P. O. BOX 789
PHONE: 328-6i139
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
INSPEC||clN FTEOIJEST
EAGLE COUNTY
n ornen Epenrrlt-LOCATION
MON
COMMENTS:
-f"u READY FOR INSPECTION
-
WED THUR FRI 3-,qO
drRovED E orsnppRovED fl nerNsPEcr
A-r''T5 UPON THE FOLLOWING CORRECTIONS:
coRREcrfoNs / ') / ti' /2'" ^J-z--.' /Y.--'{t/.';, - '-l}r!-'zt-
or-".t !f.*r:r.rF 7-€fft4 .'i F-gl*ttGt/Ql*rF ri{"l.4l
BUILDING DIVISION
P. O. BOX 789
PHONE: &!8-6339
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
rNsPEcloru HEeuedr
EAG L E COUNTY
E ornen E pannnl LOCATION
READY FOR INSPECTION
WED THUR
tl;-r, | 3
J., ,/€ o"frMON
COMMENTS:
ffaeeRovED ! orseeeRovED ! nerNsPEcr
E uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
BUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
DATE .JOB NAME
TIME RECEIVED- AM PM CALLER
EAGLE COUNTY
I orxen E pnnrrnl LocATroN
READY FOR INSPECTION
MON
COMMENTS:
,,TUE/
14.-: J I
WED THUR rnr *1,' ?*i AMCIO
Wapp RovED ! nerNsP Ecr
INSPECTOR
oarc &i./7 -r/4
BUILDING DIVISION
P. O. BOX 78S
PHONE:3:!8-6339
DATE JOB NAME
TIME RECEIVEO- AM PM CALLER
rNsPEctoru FIE(lUEST
E orxen
MON
GOMMENTS:
{:)
D pnnrreu LOCATION
READY FOR lNSPECTION
WED
l{;,-4 3
THUR 2' gr' o"@
Edpinoveo E orsnppRovED
fl uporu rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
E nerNsPEcr
oerc 9-/?- 76
INSPECTOR
! 1l iF--J, :{:lt}. lj.tfFj'q.qFl
BUILDING DIVISION
P. O. BOX 789
PHONE: 328-633t
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
INSPEGIclN
EAGLE COUNT
FIEBUEST
E orHen
MON
COMMENTS:
l_.._ ,)
,l
TUE ,.
! pnnrrnu LOCATION
READY FOR INSPECTION
THUR
/d',".:-4 f
rer a,'J'')- ^(E
Fftpp RovED
! uporu rre
CORRECTIONS
! orsnpp RovED
FOLLOWING CORRECTIONS:
n nerNsPEcr
oarc ,.?' . r 7- tt dl-
rNsPEcloN FtEouEsrBUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
DATE
TIME RECEIVED- AM
n ornen
MON
COMMENTS:
/' -l
'TUE,'
E panrrnl.LOCATION
READY FOR INSPECTION
WED THUR
/'d-t.,^.-'l ,'3
FR
WApp RovED
E uporu rxe
CORRECTIONS
E orsappRovED
FOLLOWING GORR ECTIONS:
D nerNSPEcr
,o* j.r!- ?l
INSPECTOR
I
BUILD!NG DIVISION
P. O. BOX 789
PHONE: 328-63:B
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
INSPECIcIN HEEiJEST
EAG L E COUNTY
! oruen E pnnrrel.LOCATION
READY FOR INSPECTION
WED THUR
({.'.,;- 4 / {")
,^, J iJ t; ^@MON
COMMENTS:
L]{APP ROV E D n orseppRovED
E upott rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
n nerNsPEcr
INSPECTOB
rNsPEcf,l.,N HEeuEsrBUILDING DIVISION
P. O. BOX 789
PHONE: 328-63@
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
EAGLE COUNTY
pL?)
! orxen
MON
COMMENTS:
/" ,\
i:u,'...,
D panrrnu LocAnoN
READY FOR INSPECTION
WED THUR
/'{-t ,:1 b
FRI
WLppRovED
E UPOT,T THE FOLLOWING CORRECTIONS:
CORRECTIONS
E orsnppRovED ! nrrNsPEcr
.,,\ ).) t-, -'-oo'r, Yi - ,'' ,1- 2 iln
/
EAGLE CO
_i -rr,. ,. ; \., r{€if;ts{
FIEOUEST
UNTY
rNs"=.to*BUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
DATE JOB NAME
T]ME RECEIVED- AM PM CALLER
! orxen
MON
COMMENTS:
flpennnu LOCATION
o AM PM
-/,
7€
READY FOR INSPECTION
WED THUR FRI
E orsnppRovED
L-l UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
@dee RovED f| nerNSPEcr
INSPECTOE
8AOI8 COUIfTY
D[PArrUlXr S PtAlfiltilO Ar|D DEVB|OnXSNT
6rrllr prrh oldg, (Erflo Oounty Aurr)
P'O. Eot ?8e
3r8b, Colcrto
01091
E.luuar'7 1e?0
Phff. Elt-6113
Vrll Srqurt ChSAtlrl ltdtc Klrob
P.O, Bor 1000
Vrll, Colorr&
trct?
le rr3rrdr to our oooruarllo! ol gl Dooenb* le?i oo trrt of loo$rf rrd
ol lrtldlrt lfo. 8r ar.lor.d rn oplo of ttoarr E. Strarrlo r.pott rad oa 3Xwrsb* lt?{ llln Urtarr ol Suanrrlrrr ofllor nrdr rtd tuprotlor brlore
@rorda ru pltoed.
It thlr tlo loforrrtloo yeu alld o[ hlld4 No, C? All atrrlrlr rad glmrnmt o[
thru nrrtr U.trC. nqulnamtrr
t .t r Deqlrr
Brgb Couty lutld[n: Ofllotd
rplst
lEOr
:. i-
![.fs-- -,".--|}*.{4:.'1F--'F "e*r!?? q'{.13N$f-\'}:..,!!r-i i ,_.:. t. ,,-["h{ O1[
t:
".'. ',, ,', '. . f t..r'rytin!
FTEOUESTrNs!tE.{lo*
EAGLE COUIITY
DATE JO8 NAME
TIME RECEIVED- AM PM CALLER
E orxen ! panrtlu
READY FOR INSPECTION
TTIUR rar /JlJ,) AM PM
E I NSP ECTdrrR ov E D E orsnpp Rov E D
El-gporu TH E FoLLowlNG coRR ECTIoNS:
CORRECTIONS
rNseecforu FlEGluEsr
TOWN OF VAIL
JOB NAME
TIME RECEIVED:- AM PM CALLER
E ornen f] pnnrtlr LocAroN
READY FOR INSPECTION
WED THUR FRMON
COMMENTS:
TUE PM
E nppRovED
E uporrr rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
E otsnppRovED I nerNsPEcr
DATE
INSPECTOR
coNcRETEat ELp rEST ANp
dOO hdbd dxeadddo grE6
€cbr.do . 00ql7
303.S.1547
O31 s€rrh frsroe ood v,eg
o o bo( fi44 -
'rd.dcdo'01657
303.4r5.q2Cl
nn9
CL I ENT No 119-3
CONCR€TE CO
CON TRA C TO R Becerre Constructj.on Conpany
LOCATION OF PLACEMENT I N srRUcruRe wa+f or Buil-d tng #7 (West, Eas t &^South)
Porto Mix
pRo.r€cr Vail Racquq! Club
TRUCK NO
TIME MI XEO
869 TICKET NO
7:35 lnn I vED_gLry pL4sss 8:30
7742
cu Yos PLAcED...9/:s
TRUCK LOAO I NG.
IUA TER CON TE N T.
VUATE,R.CEMENT. .
AOMI XTURE
CALC I UM CHLOR I DE
MI X NUMBER
sP EC I F I CA T I ON S . .
OESIGNEO 8Y.....
3000
CU yDS oATE OF TEST...
CU yOS T IME OF TeST. ..
gA L,/L D
RAIIO
AgA
oz/ yD
fr
SLUMP-INCHES...
FRESH CONC. IYT.
.LO/16/75
o.17
.416
. L42.96 PCF
CONCRETE TEMP,.
,rog. oF
LAB 59 oF
A I R TETP.
.roajo oPENT. AtR coNTENT2.l *
sAMpLe cURtNG...Lab
$rA TER AODeO-GALS____JLANT
ceMENT CONTENT.._PCY
COARSE AGGREGATE- PCV
FINE AGGREGATE.]-PCY
2o .loa sr re
1.54/4'
3/4. _#4
#4
SPEctMEN NUMB€R 119-3 L-7 2-28 3-28 4-OPT
OATE TESTEO ro/23/7s rt/L3/75 rr/13/75
T,IUMBT,R OF OAYS CUREO 7 7 r4 28 28
olMeNsl.oNs, tNcHES
sro. cYL t NoER=6rx12,r
Q F,'l 'sEd srd
SPECIMeN We I cHTTP0UNOS 27,46 27.45 27.52
BSS0 oe ns I TY , PCF 139.9 I39. I t40.2
AREA OF CYL I NDER, J N2
stD. cYLtNoe,n=28.2? tna
28.27 28.27 28,27
TOTAL TEST LOAO,POUNOS 76200 100000 10r000
cot|PReSS I ve STRENcTx TPS I 2695 3537 3572
SPECIF I ED STRENGTH.PSI 3000 3000 3000
TYPE OF FRA
I ) oTAGoNAL2) core
3) venrtcru
CTURE:
SHEAR
SPLIT
2 z 2 ,
REI,ARK S
G. Manzari TEsr€D "rD.
Krupenski s I GNeOSeMpLeo ev
FoRil C-l
C INEiPE
DATE
EAGLE OUNTY
JOB NAME
TIME RECEIVED- AM PM CALLER
n orHen E penrrnu. LocATroN
READY FOR INSPECTION
I orseppRovED D nerNsPEcr
o
APPROVED
I upolr rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
INSPECTOR
oo ot
Town of Vail
EI..ECTRICAL PERMIT
N9
Builcfing Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
L71.
$.-....-............-.-..-...
$.3. i./..7 -6..0..'. 4...
$.......... L.3-!...{ A..
s......../.* ./..'.@-
Received By.
rcaxae.L,+.t*-....Aac.auer...(.*aa.:-,..8ut*uag....*:.{......-..
Date or Apprication.... ......Cr*.n*....J............... ...........rs....7.'€.
Etectrical contractor..... ..{L*1.. €.*..(..1F-!s.r.-T..u:re-:--.--...----..-....---....
( ,r'7
eoti"*t..ffi)JJ. r( Z,**r*^"'
APPROVALS
THIS FORM IS TO BE POSTED 01{
JOB STTE DURIIiIG COiISTRUCTIOI{
24 HOURSI ADVAI\ICE NOTICE
NEQUIRED FOR INSPECflONS
Checker
t||r a, t. x!r0ta! !o., !tlYal t0r!lr
The Board of County Commissioners-Eagle County, Colorado
EAGLE, COLORADO 81631
Phons 328-6377
DANIEL F. KOPRINIKAR
Augus t 2l , rg7 5 Disrrict No 1
A.F. "AI' ORLOSKY
Distrlct No. 2
DALE F. GRANT
District No. 3
l.liss Diana Toughi 1I
Town Zonj.ng Adninistrator
Town of Vai I
Vailp Colorado
RE: Racquet Club Condorninium Project
Dear Miss Toughill:
Conflrming my recent telephone call to the zoning Dept.
please be advised that with respect to the referenced project
after further investlgation by our building department we have
come to the conclusion that sufficient work had been done on
the project prior to the annexation which would validate the
county building perrnits which were applied for and were issued
by the county pri.or to the annexatj-on of the subject property.
Please advise if you have further questions.
Very truly yours,
1t^-zr<rUo'-a*-
Hugh R. Warde r
cc: Dan Koprin ikar
q;gns S[rith
Walter Ki rch
HUGH WAROER - Counly Attomey ilodlng of 8o{d - Fh!| Iondry ol Xonth iIAXWELL R. BARZ - County Clerk
Qt\-
o9,s
a \/ktu p,OAilff€u4b L;*f^"-zY
TOLLEFSON CONST., INC.
GENERAL CONSTRUCTION - PADDOCK SWIMMING POOLS
I95O TAFT DRIVE
LAKEWOOD. COLORADO AO2I5
233.3294 237-1412
TowH or Vr I t-
Box 611
Va I u, Couon aoo 81657
GenruEMEN:
0n June 1O, 197,
rN rHE AMouNr or $'1OO.OO
TURNED. Txts ls oN THE
CoNooN I N tu14s.
As or rHls oATE I
PROMPT ATTENT I ON.
UL I : L T
Aucusr 22, 1975
I wnor E you REQUEsT I NG ouR cLEANUP DEPoslT
(Reoerpr No. 6940 - 10/16/7+ Q47) BE RE-
SwtNulHc Poot- AT THE Vatl RecQuer Cuua
HAV€ HAD No RESpoNsE. Tnlu x you FoR YouR
Vtnv rRULY YouRSt
&^or 6- -trtt.#o^^-.
Gronce E. Tor-LEFsoN, Pnes.
TollersoN Corusr., ltc.
FRencnlseo Bu lt-oEa-De eleR
PADDOCK 0r Crl I FoRN t A
Totlersor,r Consr., lrc.
Prooocx Poor-s
1990 T sr Dn I ve
Lrxewooo, Coronloo 80215
GET: u r
.qs
\$
.,$\
June 101 1975
Toyn or Vrtl
Box 6)1Vrrr, Colonloo 81617
GerruE!rEr{:
Txls you THAT rne Sytfil,rtr{c POOLAT THE ts FtNlsHEo.
l,/E lne tHEREFoRE REeuEsrrNG ouR cLEANUp DEposrr BE RETuRNED.Txrs oepostr r,^s or REcerpr No. 6940 1O/1G/?4 (Z4r) $1OO.OO.
Txllrx you FoR youR pRo[rpr ATTEr{TtoN To rHts r,tATTgR.
Venv tRut-y youRs,
t
zU*-"a<r
Geonce E.
Tot ugrsor
FRlr'tcx t seo
PADD0CK or
6.
ToLL ersoN, Pnes I DEr{TConsr., lNG.
Burroen-DEALER
Clllronrtr
oto
ST(|P W(|Ri{
fo\\\ ol \/.AlL. coLOt{.\Do
OI;l l( l: Ot: tlUlLDlN(; Ofil:ICIAL
NOT I C E
THIS BUILDING Has Been Inspected. and
-! crrurnal coNSTRUcloN E corucnrre
! uasorunv I plulsrNc
! wnnu AtR FURNAcE n ELEcrRtc wtRtNG
! cns FtrlNG AND vENTtNG I No BUtLDtNG pERMtr
n zoNtNG
n orHER:
IS N(lT ACCEPTEI)
N()',1 I :
I ):L t ,-'
ItrrilJ rrrr I rsp,,er,,r
Do Not Remove This Notice !
2oo
PLUMBING PERMIT APPLICATION
Jurisdiction "t €^- ( ( t', 3'numbercd spaces only. tlApplicant to complete
PLAN CHECK VALIDATION
8t-% 2,sa/o?7
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PENMIT
PERMIT VALIDATION cK.tf
fu/-ff ,b
I DE S CR.1[s:e et-recx:o sxe:r 1
MAIL AOOi ESS ZIP
MAIL AEDAESS PHON E Ltc Ef{sE No.
AR CX IT€C T OR OE3IGNER LICENSE NO.
ENGINEER MAIL AOOIEsS PHONE LICENSE NO.
MAIL ADORESS SiANCH
IJSE OF BUILOING
8 C|ass of worK: fIruCW ! ADOITION D ALTERATION tr REPAIR
9 0escribe work:
Typc of Finur. or ltart
WATER CLOSET (TOTLET'SPECIAL CONDITIONS:
LAVATORY (WASH AASIN}
KITCHEN SINK & OISP.
APPLICATION ACC€PTEO 8Y PLANS CHECKED AY APPFIOV€O FOFt ISSUANCE 8Y LAUNORY TRAY
CLOTHES WASHER
WATER H€ATER
NOTICE
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION ANO KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND OROINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEO
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
ruRE OF COn Tiat TOI OF AOI;OilZED AGENI
URINAL
ORINKING FOUNTAIN
FLOOR--SINK OR ORAIN
GAS SYSTEMS: NO. OUTLETS
WATER PIPING & TREATING EQUIP.
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEPTIC TANK & PIT
Form lOO.2 11-73
M.O.
rtao t. woiKIAx Mttt roao. wtatt.lrti. ca|.t?. aoaol
CASH
ITEM
uildinq Per
Application For
Subdivision Ap
Zone Change
Conditional Use
Special Use
Variance
(Building) (Zoning) (Subdivision)
Total Received
All items are received for collection
no-payment of any item.
iJ'i 7gZ, Bl
AMOUNT
only and this receipt shall be cancelled to,
EAGLE COUNTY
Eogle, Colorodo
OFFICIAL RECEIPT
oate {-/ ,$-BRECEIVED
or 442 , t* '-^- 41 ac/- e*,'' ./ -
,rEd
Town of
TII.TTCIRICAL
Vail
PERMIT nA Nane-[/Lt*.-"(ecAurr.--C*.ua..-=.St,,.ra,ztiate-...P.ao.+...-............
Date of Applicatior... -...-.fle-9 .. ..e?*-..--..--...... ...............-1g..2.5.
Electrical Contractor..... lU.AL..-.€-*f-.e7.&.t-<'.-..84J..4-,.--.............-...--.-.-.....N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
t25
$.....--..........-..........
s... *,9. o. a..!.......
$......... "20 -P-.......
s......... /. *..
-s-.... - -..
,/2
Apptieant...ffi:n2+*)-... K Srd"cr.*^--,
Si'gn'ature
"( THISlr JoB
APPROVALS
d22-7{
FORM IS TO BE POSTED ON
SITE DURII{G GONSTRUGTION
24 HOURSi AIIVAI\ICE NOTICE
REQUIRED TOR INSPECITONS
l|lt a. t, ioa!tt! a!.r Darlvaa lottrl
.,'.'j-,NsFEcr!ru FIEOL'EST
VAILTOWN OF
' bere
TIME
JOB NA
RECEIVED- AM PM CALLER
I orxen
MON
COMMENTS:
E pnnrrll.LOCATION
TUE
READY FOR INSPECTION
WED THUR FRI .,,:' AM Dit
[f nppRovED E orsnppRovED ! nerNsPEcr
! uPoN THE FoLLowrNG coRRECTToNS:
CORRECTIONS
D,
i,
''
:
DATE
INSPECTOR
-|Ns PEc,+N --FtEeLrEST@
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E oruen
MON
READY FOR INSPECTION
'--WED ftD
I peRrral.LOCATION
florseppRovED ! nerNsPEcr
I upom THE FoLLow]NG coRREGTToNS:
CORRECTIONS
PROVED
.l{
.'il
I
FIEOUEEiT
VAIL
E orxen ! pnnnnl LocATroN
READY FOR INSPECTION
MON
, ;---
COMMENTS:
E orsaPpRovED I nerNsPEcrEl-epp Rov E D
t-tIJ UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
DATE
INSPECTOR
i
'r
box 100
vail, colorado g 1657(3031 476-5613
office of the town manager
May 12, IgZs
Mr. Jay UtterMr. Wa1ter KirchVa11 Racquet ClubVai1, Colorado 81652
Dear Jay & Walter:
As you know we ll::^p:." lr{1ne for some months nolv toresolve the iurisdictional ii"iut. between lr,u*rorn of vail,the county ano th"-R;;;;;; ;i;;'as to what government entityif,: iHilli'Ji:; ;;:;.ji:-"in-Ii.,".ion or oiirJine" ? & I oi
The county attorney has ruled that the county no l0nger hasjurisdiction because the uurioing permits expired and werei;: ;iffI:l :;::" te the J"i.-ii,; io*n """,,ij-i"tr,"rity over
uu i ro iig "o.'"fr
i 13,,:ffi ";il:";;"1""! "i*' : I.;j|3i
"if
iru;:;:;1"", r.,of these buildings. r unaerslrio. tr,ot ;;;;; uJiior,re" wiLt not;fr:t;;*"r;rjf;ri.rndards S.l-i""ti, in tire-io*iii-"oning code.you that,n.u -*"1ii:gili;ffi'fn::T:';;'il,r;l;;;l;:;;l:ir::,
the devetopment "1i"g1J! ;;;;";"" woutd need to maintain thedesign integritv-o_f your pro;eci... t woutO =iroierv urge youto begin the vaiiance proler! .o thab we- can "*p6oite the is_;:il.:.:j.:X:..ill-":;#il:-in i"*"nner that wili not delay
r would hope that.you recognize the, Town,s willi.ngness to assistI;: :1,;i3ilJ"'"3r't,'" p"oni;;. " ;. have no cresire to inhibitr"",, ;. iJ;;i";.;i.iqi"";;i:i:,3"1i:r:ff":llj *:ir"S*:illi;:'.we believe tnat the Racqu.i-c'r"u ylo;"";-;;-"";;ique and desirableaddition to the comrnunity. r-wJuro appreciate ctiicussing this orany other matter with you "t-v"Ji convenience.
Sincerely,
DEPARTMUNT O}'
COilllvlUNITy DEVELOPMBNT
es F,rector
in
; t-
!,
9!
tz
rt(\l
C\I.C\1
(,oc,
utz
I
trl
utF
ul
z
uJ
t-t)(D
@
oo
E).o
j
a
.o
t!
uJ(J
o
I
Town of VailOffice of The Town ManagerPost Office Box I00Vai1, Colorado 91657
RE: Building permits 102 ano 103ings 7 and 8 at VaiI Racguet
Gentlemen:
Sep Ler.i:er 30 t 197 4
issued by Eagle County for build-Club Condominiums Subdivision.
_.Building permits 102 and 103 were issueo by Ilagle Countyearlier this year for build.in$s z and 8 at vail Racguet clubcondominiums subdivision. we were acLvised by the county thatthese permits would be voioed on Oct<.rber I, 1974 because constructionwork had not begun. This was based on a nrisapprehension of the facts.
we did in fact. lregin construction werl within the requiredperiod on both buildings. The sites were cleared of wilro-w trees,construction debris and organic soils <luring the months of June,July and August L974. Engineering work was performed. d.uring the
T9l!h of July 1974 and the foundations vrere staked out on August g,
1974. _ Throughout the summer of L974, fill dirt was purchased andpraced on the sites as it became available. rn addition to theon-site work. the normal construction planning activities includingarchitectural prans and arrangements for consiruction financinghave taken place.
For this reason we have apprised the county that we wi-Il pro-ceeci uncier these pgrmits. (a copy of our lettei to the county isencrosed. ) we would be seriously damaged if these permits we-re nothonored and must resj.st any attempt to void them.
The county's position apparently is that it wilr not perform in-spections, although logically it seems to us that it strourd follorvthrough on pernits previously issueo.
RACQUET
CLUB
CONDOMINIUMS
Page Tlvo
As you knovr, we have indicated our d,esire to work with the
Town of Vailr and that will continue. We will be guite wiLling to
meet with your representatives and those of the County to ltork outan acceptable nethod of proceeding. Because of weather gfoblan
and other comrnitments we must continue with our conttrugt{on.
Best regards,
I/ | ,1 i),,t/ /- ,l---> r''/rt./r .+- '/- ,,--/
Walter Kirch
ccs Mr. Daniel F. Kaprinikar, Chairman
libgle County Board of Commissionersl,tr. Claude L. Gerard, Commissioner
Eagle County Board of CommissionersMr. Alfred Orlosky, Comnrissioner
Eagle County Board of Commissionersl.[r. Hugh Warder. Attorney for the CountyMr. tester Douglas r.
Eag1e County Building Inspector
/\.
.-----l--t-.r---
DNSIGN II]'VIUI'i ]]OAI]D
DATIi OI' :,tEUTIiiC {.40 -/ .J . / / 7''r-!p"J*3-/E--
llELllll,ils 1'ltii S.EIiT :
SUBJDCT:
ACTION TAKEN
l'{OTION;
\:orn:
.t:
FOR:
APPn ovDD, J!. n2_htn-eu--
DISAPPI],OVED:
--{e
l'
TJUI,IIIARY:
--
., -'
ul l
t
monAilqfi
I'
T0: (ll Dlrnr Tcrlhlll(Z) Iterurfr J. frFptU
LASI lor strrhur
FlOl: Jrar F. Lro6t
0lTE: lhrcb 2f' 195.
lf,: f.crp.t Clsb
U undrntradtg of thr Colordo lolqlc SutrQy'r nltPon$ to
tie Rrc*rt Club Avrlrarilrr n ?ort ldlcrtcd tJnt re 3hould mqulrc
fErtir rtr& m o$tllnd In thr lrtt ;trrgrlph of thc lctt r bdora
n lrrrc r hllldlf pcrrlt.
.
Dlanr nuld yq| notlfy Jry utt r fredlrtely rbout thlr rlturtlon.
Furthil',n thould bcdlrtoly notlfy hlr rbotlt tlll rltlrtlon rlth
hlr ts .rlstfiig foundrtlonr.
/
*.?""Onoel'il<'"9ttu{kt$q}O
lls. Diana Toughill
Zoniug Adroinistrator
Town of Vail
Vail, Colorado 81657
Dear Ms. Tough11l:
-:;ft3?
COLORADO GEOLOGICAL SURVEV
DEPARTIVIEI'IT OF NATURAL RESOURCES
254 COLUI\48!NIE BUILDING - 1845 SHERNlAN STREET
DENVER. COLORAOO 80?03 PHON E 892-261 1
GEOLOGY
STORY OF THE PAST . . . KEY TO THE FUTURE
llarch 13' 1975
RE: AVALATiCIIE REPORT ON RACQUEf, CLUB'
vArL, C0L0RAD0
JOl.tN w. 80LD
Director
We have revie.wed the avalanche hazard rePort for the above referenced projectt as prepareo
by W. M. Borland, with Mr. Art l1ears, oui consultant, and our evaluation is as follows'
An.analysls of the snow aval.anche hazard of the Racquet club site in vaiL, colorado was
submj"tted to the property ol{nexs by Mr. W. Borland in Decernber, L972' This analysls uses
the Swiss equations of avalanche dynanics derived by Voel-ll]ry in 1955 and sumnarlzed by
sonunerhalder in 1g6lr. The avala-nche runout distance and velocitv obtained through use
of these equatlons depend heavily on assunptions about the following parameters:
1. The aFount of srrow released ln the startlng zone; ;
2. The geometry of the released snow as iE eneers the avalanche track;
3. Turbulent frj-ction retatding the fl'ow;
4, KLnetlc friction of sliding snow in the track; rr r rr^'
5.Thedepthoffl.ow,rvhich,inturn,dependsonassumptions..I..anoZ.
It was not possible to oeasure these Parameters in the fiel-d slnce an attempt vas made
to ttreconstruct" the rare, ]arge avalanche event not actually observed' Therefore'
alt the paramete-rs were subj ectirrely estlmated, and the runout distance mapped in
Figure 1of the report is very dependent on the investigatorr s oplnion about pararneters
L through 5.
our main cri.icism is that no attempt was macle to verlfy any of the results derived
through use of the eguations by roeasuring the dimensions.of the destruction in the
avalanche track. such additional informltj.on would provlde both a cross-check on the
depth of flow (assur.rptlon 5), and wouJ-d give some ildication of the type of avalanche
whlch produced destruction Ln the past, Ihereby reducing the degree of subjectivity
inherent ln the use of the Swiss equations'
The type of avalanche which can occul is very ixoportant uhen mapping runout limits'
powder avala'ches are most often responsible for producing the maxiurum limlts of destruc-
tlon below large Colorado avalanche paths and nust be considered when plannlng building
locatlons. These avalanches comooly altain high velocities (100 to 200 nph) and travel
long dlstance in the runout zone. They are not easily deflected by minor terrain i'rregu-
Larltles and stream channels. rf powder avaLanches occur above the Racquet club site'
Governor
Ms. Dlana Toughl11
llarch 13, 1975
Page 2.
then the map provided ln Mr. Borlandrs report does not accurately reflect this hazard.
The runout zone as shor,rn ln Figure 1of Borlandrs report is deflected to the northatest
by the gently sloplng al1uvial/debris fan of the side strean through which the avalanche
descends. Powder aval-anches would not be deflected in this eray although dense avalanches
of wet or danp snow whlch flow at lower veloclties would be.
I{e do not know lf powder avalanches have occurred above the Racquet Club ln the past
because we have not done extensive fleld work at this Loeatlon. Ilowever, they have
occurre<i ln several other Vail ataLanche paths of sirullar sizes and orlentatlons. They
nust be regarded as a potentiaL hazard until it can be shown that they will noc occur.
In summary, are recornmend that no buil<iing take place at or near the uaxfunum runout
boundary shown in BorLandr s report unt.il- the results of. the Swiss equations used can be
checked by independent fielal methods, and untl1 the potential for powder avalanches
can also be checked by field r,rork. Work of thls type should take place after the winter
soowpack melts and the integrated effects of many years of avalanches can be observed
in danage to the forest.
Sincerely,
cY(^lt**- P
Wll-lian P.
Engineering
Rogers, Chlef
& Environmertal-Geology Section
WPR/LRL/AIM/sk.l
s\n''trr*,roL IN'PECT,o* *rro*ro
To: <yr{ff{ oF vA I L () EAGLE COUNTY llEEK OF r,€Z/1,^>t., -,-.
CON T RAC TOR
7t r T-$,
OMMENTS:
,r r AIE2-;2//-23-
a
IIEI.IOMNDUM
T0: Gene A. Smi'r,h
FR0M: James F. Lamont
RE: Rqcquet Club Buiiding Permit
DATE: January 8, 1975
lle are ready to notify the Racquet Club that they are subject to Town of
Vail zoning and bui'lding regulations on their two illegal foundations.
This shoulo set off a suit against the County and Town of Vail' so be
forewarned.
\I
JOHN P. ilOORE
ATTORN EY GEN€RAL
STUART S. KEOWN
Assistant Attorney General
@hr Ftulp uf (0shrsiu
DEPARTMENT OF LAW
O?FICE O' TI{E AITOi TY C'ITCRAL
I04 STATE CAPITOL
DENVER, COLORADO 80203
January 2, L975
Diana S. Toughill
Zoning Administrator
Box 100
Vail , Colorado 81657
Dear Ms. Toughill:
I am in receipt of your letter of December 20, L974, in
which you hav-e asked for a legal opinion-regarding the jur-
isdiction over building perniEs in- a newly annexed area of
the Eown of Vail .
under the terms of the colorado statute defining the duties
of the attorney general , we are precluded frorn giving you an
official opinion concerning this matter. I am sure you- -reaLlze Lhat chis problem Is primarily one to be decided by
the city atEorney. However, the probl,em is both intriguing
and importants. FurEhermore, I probably have access to more
researth materials than does th-e city attorney. Therefore,
I will do some research in this area and contact you again
when t have uncovered some law which may be of some help in
resolving this issue. Please be advised, however, thaE I
can only-offer my assistance and that I will be unable to
render in opinioir as to how the attorney general of Colorado
believes you should proceed.
JOHI{ E. EUSH
OEPUTY ATTONNEY GENERAL
SSK: j e
fltf tl.IIUSiPECT lv FIEBIJEST
A]L
:fin (._
I
".t | ,-DATE -/ .: lrixr /'-r igg
TIME REcEtvEo A ir) 6M-pn,t
flornen E pnnrral. LocATroN
READY FOR INSPECTION
THUR
f,].art nove o
! uponr rHE FoLLowrNG coRRECTToNS:
E orsnppRovED E nerNsPEcr
CORRECTIONS
DATE
INSPECTOR
) ';'. lr oa te suomif for Review
Proj e ct
0wner
Rn enli6nm#nta I impact report must be made for
nontrivial effect on the environment. E{fecls i
ces of both primary and secondarv nature.
The followlng questions shall be used as guideli
negative declaration or an envirormental impact
wri ie Itunknown'r in ves,/no column).
T O I,IN OF VA IL
AL V IEW CKL IST
TyPe
Leoa I
ot rroJecT
I
t
l
,i
I
i
i
,j
0escription
any activiiy wh ich may have tny
nc lude envi ronmen'l'al conseoueh-
nes to dec i de whether +o make a
repori. ( lf ansvJer is unknown,
YES NO
4.
Could the project affectimportant visual value or
a I or oDen sDace va I ue?
Wi | | any natura I or man-made features In
are un i que, tha+ is, not found I n oiher
or State be af iected?
|,1 i | | the projec+ involve consf i'uction of
30 percent or g reate r?
ihe use of a recreational area, or area ofpre-€mpf a site wlth pofential recreation-
r'
Could the proj€c+ change exis+ing features orin any flood plain, natural drainage course,
ls the project, as part of a larger project,
the projeci area wh i chparts of the Town, County,
f acili+ies on a s lope of
i nvo lve cons+ruct ionor watercourse?
one ol a serres ol
6. !{ill the project i
ffp)2'!'dWrWi ll the project Involv_e constructiqr
sub jec+ to aia t anche? p22 a/1r- 7f
7.
e
r0.
|.Does fhe pro.iect area or the projecf site serve as a habitat, fooCgource, nesting place, crossing, winiering ar€a, source of water,
etc. tor wi ldllfe species?
12. Could the project slgnifican+ly affect rearing areas or habitat
of f ish spec i es?
13, Are there any ra re or endangered p lant spec ies
area?
14. Could the project change exisfing features of
in the project
any of the re9 i on t s
stream froniage or greenbe lt areas?
15. Wl ll the project remove substantial amcunts of vegetation incluc-
i ng ground cover?
16, Could the prcject result in significant change in fhe hybrologyof the area?
17. Could +he proj€cl result In the displaccmenf of comnrun i+y
res i dents?
18, Could the proJect serve to encourage development of presently un-
deve loped areas or i ntens I fy deve lopment of a I ready deve loped
areas?
/
_{
JZ_r'
_{
_/
/
_/
ls there appreclable oppogition lo the pro.iecf
be confrovertturt ,O", ry ?
cumula+ive actions, which although individually small_, l3y as a
who le have slqnificar
:1'il-'u':]iz _
-a)vv
20, t{l ll the project creafe new or aggravate exlstlng healfh hazards?
21. Y.llll the proJ€ct involvo ihs application, use or dlsposal ofpoientlally h a za rdous materials?
22. Could the project generate signlficant amouniS
23. Cou ld the porject generate s i9n i f icant no lse?
24. Wl | | ihe project discharge significant volumes
rrastes ?
25. Cou ld the rpoject resu lt
agricultural land?
26. Could th€ projecf slgnlfi
t lon, or conservat ion of
27. Could project al+er local
can+ increase in trafflc
24. Additional remarks:
I n damage to so i I capab i I ity o.r loss ot
of
of
d ust or odor?
solid or I iquid
canfly affect the potential use, ex+rac-
a na'l ura I resource?
tratlic patterns or cause a s ign i 1i--
volume or iransit s6rvice needs? Lel-
YES NO
__/
JZ
) r,L Revlev Che
0at€
Ch€ckllst
Basad on the
p rojec t d
F-
I i st Comp leted by
Rev I ewed by Tltl€
Based on the abov€ r€vler,,ls requlred.
S igned
found +ha+ an Environmen+al lmpact Report
Da te
NEGAT IVE DECLARAT ION
(and ihe sta+em€nt below, ) lt is found that thls
it i
bove rev I ew,ot ca us
9neo
STATEMENT OF ENV I RONMENTAL EFFECTS
For any poln+s answe r6 d y€s orrrunknowntt th€ reasons ar€ as follows:
RU 08c24t974
Town of
ELECTRICAL
Vail
PERMIT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
97
$........-.-................-
$..15€*e
$....z-d-q.. .
$......F--:
$...2€s
Erectricarcont""to"...[J.,€--f +).8t=*4.r*r*
,0.
roorica*.pu{@. K #.**...t^--
APPROVALS
Dats
-2.*...W, Lt........
Date
IS FORM IS TO BE POSTED OlI
SITE DURTI{G CONSTRUGTIOI{
24 HOURII ADVANCE NOTICE
NEQI'IRED FOR INSPECIIONS
Date Paid....... / ./2
Received By..--.-....!
tir a, t. fior!raL a!., !alrval ,0rlll
.rOB
t,Y
,.cyI
v^
[ -'(q\vDecember 20, 1974
ilr. Stuart Keown
Asslstant Attorney General
State of Colorado
104 Stata Gapltol Bulldlng. Denver, Colorado 80203
Dear Mr. Keown:
Confirm{ng our telephone conversation of December 19, the Town of Vall upuld llkea legal oplnlon regardlng building perrnits in a newly annexed area. The Town
annexed an area conslstlng of approximately 600 acres effectlve Septanber ll, '1974..:'.''''" Prior to the annexation Eagle Cbiro[$ywas rlsponsible for grditing bullding pirmlts
.. tnq. performlng lnspections under the authorlty of the Unlform Uuildlng Code, rhtch
. Building penn'its were granted Fabruary 25, 1974 for three bu'lldings ln the Vail
&cqqet BBub Condcxnlniurn Subdlvls'lon whlch subsequently expired on August 25, 1914.
The County Bullding 0fficial notifled the developer of the'explratlon-on Septembber 25' 1974. The deve'loper then requested that Eagle County'Corunissloners renew0r extend these permlts and was notlfled by the County Attorney that Eagle Countyri., no longer had Juilsdlcilon ln the Blghorn irea slnce it ts now a part oi valt.
;,, .
.a..'
I . Yours truly,
DEPARTT'IENT OF COi{4UNITY DEVELOPI,IENT
Dlana S. Toughlll
Zonlng Mmlnlstrator
The developer is now constructing foundatlons for the bulidlngs wlthout benefltof_a valld bullding permit; however, the developer argues thal Colnty permlts arevalld because he removed willows and top soll fiorn thi slte withln tie'requiredtime llmlt. Eagle County and the Town of Vall agree that such slte lmprovements
do not constltute work or create a yested right to the bulldlng permlti.
Can the Town of Vail lssue a "Stop l.lork Order" on the constructlon since we feelIt ls being done under an lnvalid bu{ldlng permlt? Does the rernoval of wlllows andtop sol'l constltute cuunenclng constructlon? tJe would appreclate your asslstance
ln_answerins tltgsg lmportant_questions. If you need furtirer lnformation, p'leasecall on our toll-free llne A5S-90]A.
RECEIPT.
he Town of Vail
oere f !- ll ,s)l
RECEIVED FRO
ADDRESS
Parking Permits-
Bldg. Inspection },'ees. - -. -
Court Fines and Fees- . -.
Highway Users Tax.. _ ..__ ./-
HOW PAID-Cash.. .Check - -.i--
N9 7244
Occupation Taxes.
Liquor Licenses.- .
Sales Taxes.,, - -.: ,--
f.ttha+ '' ..\ i
rr,, t '
PL|JMEIINGi/MECHANICAL PEFIMIT
TOWN OF VAIL
NAME /-43tta^
ee l/tt,- //r+aouu7 4- ud ADDRESs E,
TtA 2 o'no- "- ' Et c' Pnone ?4f-gf 6A
oF BUILDING: P.
LASS oF woRK: da.* fl noorrroru E neuooel I nepetn
PTIoN oFWoRK: t&ztm.etala ,FaZ- 7 '- t/r'
PLUMBTNG: NUMBER l8g+ -P MECHANICAL: NUMBER-
VALUATIoN $ '3' aea2 ' &VALUATION $
REMARKS:REMARKS:,'. \\
I
// ,
PERMTTFEE ll22'R /PERMIT FEE
6,11
\?
APPROVED
TOTAL FEES: $
L orseppnoveo oere 5 Dgr. 74
N
=
=
(\l
6l(\l(\l
o
ulz
r
o.
uJ
trF
UJ
zlll
F
.o
J
o
j
a
ao
RU DEC 5 p74
3 December L974
Itir. Jerry Aldrich
Chief Building Inspector
Town of VaiLVail, Colorado 81657
Dear Jerry:
4ve cornpleted our fall work at th6..Vails of this date. It is ny G
we mriFFEfim-ence work again within 120 daysEnar we must conlmence worJc again within 120 daylater than March 3, L975), in order to keep theactive. If this is not the case, please advise.
Best regards,
F
at)o(!
I
(i. e. nopool permit
D<a4:/
Walter Kirch
cc3 George TollefsonEric Berg
RACQUET
CLUB
coa{DoM {luils
The Board of County Commissioners-Eagle County, Colorado
EAGLE, COLORADO 81631
Phone 328-6377
tl ovel lir], t2 r I3 , 19 74
FilCll'r'5
OANIEL F. KOPRINIXAR
District No.l
A.F. "AI'' ORLOSKY
District No.2
NOV 1 a 1974 ..o;Li,LilT.o
Dopt. 0, Planning & tgvol.
Ilglo Courtyr 0olo.l{r. Haltcr Kirch
Box lOOo
Voll, color'ado 81657
Dcrlr l1r. klrctt t
tf lth rcierence to your lettorB of scptttber 8 and Soptorrler 3Or 1974t
I iravc edv.r,{ieii tho bulldl,nE lnrpcctor thrt ha no lonqct haa tha
autiioritl, Eo conduet inepGctionr ln tha ltaa reccBtly annarGd to
tiru ',crirr of Vajl.
I lrave acivlscci hlri of tliig in v!ew of the $tatc 6tatute cnirbllntj
Countles to on&ct arld eDforcc bulldlncl coder shich gtatutc cxtends
auch "1ul:'ror!ty on 1r' es to territory not lncludetl vithln the bourdarlar
of a :,:unlcipallt'r. Tire itnte Annexlttlon Statrrte F,rovl(lci tllat
Anrrcratlon Srriinance6 i,econc of f active f or all puri,ocGs, cacoFt
taxatioap rtiror1 tslre (lste of r.ar:cae:;o. i'lrcreforo, whon Val 1 irase cd
Lts Annerrtion clrdiaance tho j.)roj)6rty vhtch uas tha subJoct of
tlro '.rrcllnanca coasGC{, to l'ro a prrt of tlrc unlncor}:orated nrea of ths
Count:/, anr.l , as $uch, 1s riot sr:bioct to reitulation 1"7 ti'te (:ountv
tsul ldlnq co.je.
\to ry trul:t "'c urs ,
M"IAZ //a,J^-
;lugh Il.rx'&rdef
County tr tt orli e y
lI Rit tra
cc: cene Snlth
Les Douglas
HUGH WARDER . Counly Attorney iloding of Sorrd - Fl]!l iiloodly ot ilonlh MAXWELL R. BARZ - County Clerk
gorcnErOrElo rrsr aruo
{O0 frabs daecddo ryrq6c&.d.00917
30J. stu '1547
O$ so.rh trcroocp o bo( fi44 -
wa . cdoodo .01657
303.4b.0297
rocd u,es(
COMPRESSIVE STRENGTH REPORT
cLtENr roL
coNcRE rE c oP_or!_q__Ulx
coN rRA c roRUe&er_41rqh
rRUcK "o866 rrcKEr No-Y]915
r I ME M r xe o 1-i2]-ann r u.o 2:00o,-ocro_1i19
1 new club bulldtngLOCA T I ON
Val1 Rac
OF PLACEMENl IN
U
fl
R-.
CU YDS PLACED.
TRUCK LOAO 1 NG.
WATER CONTENT.
uet CIub.
WATER.CEMENT...
ADMIXTURE..
CALC IUM CHLOR I OE --
, MIX NUMEER
SPECIF tCATtONS..
OESIGNEO 8Y.....
Cu yos oATE OF T€ST..tv6n4 coNcRErE ,au" 16o
JOB OF
LAB
.roB
oF
oF
TIME OF TEST.
SLUMP- I NCHE S.
FREsH coNc. wr..l4J.0 pCF
CU YOS
'cl t/r- o
RATIO
AEA
oz/ to
%
A r R rEMP.460l'
ENT. A 1p 6911 1g1'1 12.0 (,
sAMpLE cuR tNG. . . Lab-
rvArER Aoo€o-cALs pLlNr_!!_,roB stre
cEMENT coNrENr..5+ Sk. pcy
-
1.5-)/4"
coARse AGGREGATE- pcy 5./-E!- 3/4n-fi4
F I NE AGGREGATE.PCY #4//-h- 7q 5:qear',
SPECIMEN NUMBER 119-2 L-?2-?J.r4 j+-33 f
?-ial 6-OPT
OATE TESTEO LT/I3/?4 Lr/r3/74 Lt/20/74 12/4/'.lt+L2/4/7tr 12/t+/7 t+
NUMBE R OF OAYS CUREO 7 7 14 28 2B -(}ao
o IMENS tONS, TNCHES
s To. cYL tNoER=6nx12tl
std std std std std std
SPEC I MEN WE I GHT,POUNOS 27.97 28.L3 10. L2 zB.ro 28.3L 28.35
BSSD oeNsITY, PCF L42.5 L43.3 t43.4 r49.2 L44.2 144.4.
AREA OF CYL INOER, t N2
sro. cYl- | NoER=28 .2? tna
28.27 28.27 28,27 eo.1(28.?7 28.?7
TOTAL TEST' LOAO,POUNDS 7920A 79400 94000 I10000 95000 100000
COMPRESSI VE STRENGTH,PS I 2808 2308 3125 3396 3r17
SPECIF I Eo STRENGTHiPSI j000 SOOO SOOO 1000 j000 ]ooo
TYPE OF FRACTURE!
1) otAcoNAL sHEAR2) coxe
l) venrtcAr- sPr-tr
1 t l *I
RECEI\
1
ReurRxs tNo v!g1b1e ertei_or faJ-lure ma.rks.
", O. Manzart TESTeD evJ. York S IGNEDSAMPL Eo
FORM C-I
40O harbd dfecdocb grEs
ctuodo.0oql7
303.S.1547
{}C1 sqrh hqrooc rood ueg
o o bo( fi44 -
rc|.offi.fr57
303.4b .0297
coNcRETEatELo TEST nNO
r19-2CL I ENT NO
I.A B NO
CONCRETE CO
1r9-e-( 7-12)
Porto 1.11r
" SC'il foundation
Sngirwering
LOCATION OF PLACEMENT IN STRUCTURE
coNrRAcroR Klrsch Construct:!94 Conparly
pRo.rEcr Va1l Rqcquet Club
TRUCK NO
T IM€ M IXED
869
12225o*^,'l rAtr 'l o'ltr
vED *'"/ pLAcEo_''"Y
rfcKEr No v3o44
ki
fls sLUMP-tNcfrES.... 4*
FRESH coNc. wt.. L4?.5 pcr
ENr. A rR CONr€N t 2.5 fl
cuRtNG... lao.
cu Yos pLAcEo ... lt
TRUcK LoAo tNG. . . q+
IVATER CONTENT
WAT€R-CEMENT...
ADM I XTURE
CALC I UM CHLOR I DE
MI X NUMBER
SP EC I F I CA T I DNS. .
OESI GNED 8Y.....
CU YOS
CU YOS
ceu,/t- o
RATIO
AEA
oz/vo
%
OATE OF
T IME OF
resrl ... D/6/74
TEsr...,2:',0
AOOED-GALS PLANT
coNrENr.. 5i- Sh. p6t
coNcRere reu".49oF
oF
oF
., 550t
.roB
LAB
A1R
.roB
TEMP
oF
1
SAMPI- E
11, A TER
C€M€N T
.JOB S I TE
1 .5-)/4"
coARSs, AGGREGATE- pcy Ul- )/4"-#4
F I NE AGGREGA TE.PCY _ #4
sPEclMeN NUMBER II9-2 7-?U-/9-]lr 10-2E r t ,ro 12-OPT
OATE TESTED LL/L5/71 Lr/tr/74 LL/22/74 12/6/74 I2/6/7t+L2/6/7t+
NUMBLR OF OAYS CUREO 7 14 z6 28 2B
otMENSt0NS, TNCHES
STD. CYL I NOER=6rrX12tl std DUCr std std std std
SPEC IMEN IVE IGHT,POUNOS do. )2 26.25 28.29 4Q c LIU 10. )L 28.-47
BSSD oeNsI TY, PCF 144.4 L4t.9 144.1 L44,.7 r44.2 L4r.O
AReA OF CYL INOER, tN?
srD. cYr-rNoER=?8.2? tN?zo. d(10.1/23.2?c.Ctl(28.27 1CJ.1./
T0TAL TEST l_OAOTPOUNOS E7400 91000 100200 109000 r09500 105500
COMPReSS I vE STRENGTH,PS I )lJYL 21LO zqt,l,-/ /'11 )o)b 2i:'/'\3767
SPECIF I Eo STRENGTH,PS I f000 SOOO i000 fo00 ]000 SOOO
TYPE OF FRACTURE:
1) D I AGoNAL sHEAR2) coNE
3) venrtcAr. sPLtr
1 I 1 I 1
RECE'VE
1
REMARKS
---
_
",,..
G. Manzarl TEsTED ",
G. Manzari __9 | GNEO
&ptSAMPL Eo
FORM C-I
coxcRrrOrrlo rrsr nro
aoo habs daec6re grE6
cctvodo . 0O917
303 . 546 '75a7
OCl s€rrh irdroc rood 'Aqsro o bo( 1fu4 -
vd ' cdorocb .&57
303.4b.0297
()€enrlg/
CL I ENT ruO ]4:2
CONCRET€ CO
CONTRACTOR
PRO.,,ECT
TRUCK NO
T IM€ MIXED
Porto M1r
Soil
LocATroN oF pLAcEMENT rN srRUctrra warl of cLubhouse extenston
Va11 i{acquet Club
856 TICKET NO vrL22
12:5&"^ syEe 1:17 p.o.ro 1:JO(ti
g cu Yos PLAcEo ... T/T
TRUcK LoAo tNG. . . 7
IT'ATER CONTENT.,.
IVAT&R-CEMENT...
AOMIXTURE..
CALC IUM CHLOR IDE
MI X NUMBER
SPECIFICATIONS.,
OE S I GNED 8Y.....
OATE OF T€ST.
TIME OF TIST.
coNcRETE reue.5,4op
.r0g oF
CU YOS
CU YDS
eau/l o
RATIO
AEA
oz/vo
%
... 11/22/?4
sLUMP-tNCHes.... 4+LA8 oF
FREsH coNc. wr.. I43.3 pcr
ENT. ArR coNTENT e.5 4 ,,0 B oF
SAMPLE
IVA TER
C€,MEN T
cuR tNG.. . Lab.
AooEo-cALs pr-ar.rr 15 JoB strE
-lcoNrENr.. bt s]i. PCY _ 1.5-3/4n
coARsE AGGREGATE- pcv 3/4n i/4"-#4
F INE AGGREGA TE.PCY _ #4
AfR rEMP.5got
'l
sPEcrMeN NUMBER 119-2
OATE TESTED tr/29/?LL/29/7
NUMEE R OF OAYS CUREO
o IMENS tONS, TNCHES
STO. CYL I NOER=6rrXl 2rl
sP€clMEN WE I cHTTP0UNDS 27.8r
ESSD DENsI rY' PCF
AREA OF CYL tNOER, IN?
sro. cYt-tNoER=28.2? tHa
TOTAL TEST LOAO.POUNOS
coMPRESS t Ve'SrnE r'rcrx rPS I
SPECIF I ED STRENGTHTPSI
TYPE OF FRACTURE:
l) DIAGoNAL sHEAR2) coNE
3) vERTIcAt, sPr-IT
EcEtyr
REMARKS
SAMPLED 8Y
FoRM C-l
J. Iork
TE S TED BY J. Iorlr S IGNED
I coHcnErOrrlo rEsr nno
4Of hd(bd docecdodo p,rE6
@b(ddo.00917
30J. 506 .75a7
lOCi so{rh frtrro@ roodp o bor fica -
d ' cobodo . O1657
303.4ib'0297
r-AB No 119-2-(19-24)
coNcRErE coPorto Mlx
Soil
corvrnncronY4ll
TRUCK
T I ME M I
foundation
Angirleering
LOCA T I ON OF PLACEMEN T
*o Q66 T ICKE T NO vtt27
t N srRucrr"e i'l?11
,..o l-0: J4 4"", u.o_10:55LAcED 11: 05
for south end of clubhouse ext.
r€sr.. ..If/25/?4 coNcRerE rEMp .5gog
(t
flf
8/8cu yos PLACEo..
TRUCK LOAO I NG. .
CU yos OATE 0F
CU yos TIME OF
e ar-/l o
RATIO
AEA
oz/ vo
dl
TEsr....le!15
NcHEs . . ..3+
FResH coNc. n,r. . 142.6 pCf
ENT. Af R C0NIENTJ^IL l/)
COARSE AGGREGATE- PCY
FINE AGGREGATE..--PCY
WATER CONTENT...
WATER.CEMENT...
ADMIXTURE.
CALC I UM CHLOR IDE
M' X NUMBER
SPECIF ICATIONS..
OES I GNEO 8Y.....
sAMpr-€ cuR tNG. . . Lab
hTATER ADOED-GALS PLANT_lL_
cEMENT coNrENr..5* Sk. pcv
i/un
SL UMP. I
.r0B
LAB
AIR
JOB
T EMP
oF
oF
.5?ot
oF
1 JOB S I TE
\ .5- )/4n
3/4" -#t+
it4
sPEc I MEN NUMBER 119-2 L9-7 20-7 21-14 22-28 2?28 24-OPT
OATE TESTEO L2/2/74 12/2/74 L2/ 9/74 12/23/74 12/2t/?4 L2/23/74
NUMBT,R OF OAY S CUREO 14 28 28 28
otMENSIONS, TNCHES
s ro. cYL | ruDER=6r,X12rr std std std std std std
SP€CI MEN .h'E I GHT,POUNOS 28.O7 28.O??7.95 27.94 27.92 27.93
BSSD oeNSI TY, PCF L+<.>L42.9 142.4 L42.1 L42.2 ].42.3
AREA OF CYL t NOER, INE
srD. cYr-INDER=28.2? t r.r2 ?.8,27 28.27 28.27 28.27 28.27 28.27,
TO TAL TEST LOAO, POUNOS 75ooo 58000 85500 10400o 105000 104500
c0MPResst vE STRENGTHTPS I cooo 20r2 3024 3679 1750 3696
SPECI F I Eo STReNGTH.FSI fo00 1000 ]000 f00o 5000 IOOO
TYPE OF FRACTUR€:
'| ) otncor.rlL sHEAR
2 ) .corue3) vER r I cAt- sPt- r r
1 I 1 I I 1
EMARKS 4ttl/.,t
AMpLEo ev J._,Iork rEsrED gv J. Iork s T,a J4\rNEu I t
\/
SAMPL Eo
FoRM C-l
F|EEUEST
VAIL
DATE
tli Nov 5le74 rNspE4roru
JOB
CAL
n ornen
MON
COMMENTS:
f] pnnrrnl. LocATroN
READY FOR INSPECTION
WED THUR FRr i.l-, i. ," , :AIVI-PM
[fnee RovED ! orsnppRovED E nrrNSPEcr
IJ UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
rl
onre . i, '1r.., '-'t' , ,, i i'.........::-
INSPECTOR
r'
! Yl t
Novaber 1, Lg74
!|r. talt€r Klrah
$eaquet Club CondomlnlungP. O. Bot lO88Yal.l, Colorrdo
D€at faltcr:
In eugrer to your lettcr of Oetobot 24, lg?{ regrrdlng the ap-pllort{on f,or e oondltloDal uaG pcrnlt tor your club Louse, lbe.Town Councll bes deteralaed thrt tbe propoeild usa wlll be ion-prtlblo-lrttb tbs eurroundllg Brss aad rrll0che coasldered rera tcoecaory uoc provlded tbat tt le prlnclpally a privete olub.
Plorre congider tble lstt€r la a uao pornlt to allos tho propoacdalub hquso, leetaurant and ber.
rf you brve turther questlone or lf r oan bc of eealetance, prelec'do aot bcaltatc to crll. Thsax'i tor your patlenee.
Youre truly,
DEPTNTUE}{T OF COITIIUNITY DBYEIOPXENT
Dirnr 8. ToughtllZollng Admlnlatntor
f -- F(o
l'-
o
=
N
ol
6lN
ulz
o-
IJJ
trF
IC
IJJ
zlu
N
oo
(E
J
j
a
d
d)
L!
tru-
Fao(!
I
24 October L974
Ms. Diana S. Toughill
Zoning Administrator
Town of Vail
Box 100
Vail, Colorado 81657
Dear Diana:
I am writing in regard to our application for a
Conditional Use Permit for a restaurant and bar in the
Club Building at the Vail Racquet Club Condominiums Sub-
division. As you know we aren't interested in the IegaI
ramifications of how the Town handles the matter' but I
would like to see the issue resolved promptly, rather than
dragging-it-out for several months.
Best regards,
il"h24
Walter Kirch
RACOUET
CLUB
CONDOIINIUMS
4OO hdbq d(ecdocb ryrEs
@br.do'00917
303.506 .b47
031 sorh fronoc roodo o bo( 1q4 -
wa.drocb.01657
303.{r5.0297
goNcREtF tFLp rFST
^NpCOMPRESSIVE STRENGTH REPORT
r.A B No 119-1-( 1-&)
CONCRETE NO POTTO MlX
coNrRAcroR -llall Sacquet Cfub
pRo..rEcr Val1 Racouet Club Condonlnlumr
rRUcK No B6h rrcKEl rye V2904-
rr ME Mr xeo![rna r vef!["r-rcid:00-
tN srRucrupg Foundatlon ra1l bulldla8 #7.
aton
rven(E
LOCAT I ON OF PLACEMEN T
Q,
g
f
cu YDs PLAcED ...8/t+z cu Yos
IVA TTR CON TE NT.
wareh-ceueNr...
ADMIXTURE
OATE OF TEST...
TIME OF TEST...
.La/29/74
.4:ooTRUoK LoAotNG...6 cu YDs
cALC I UM CHL OR I OE
M I X NUMEER
SPECIFICATIONS.,
OE S I GNEO 8Y.....
eat/ to
RATI O
AEA
oz/to
SLUMP I NCHES
'r t. ^. ::FRESH CONC. WT.. r+w.,/ PcF
ENT. A fR coNTEN ,?'a %
r'ab 'SAMPLE CUR I NG
IVATER ADOEO.GALS 'IN*'10 .JOB SITE
ceMENr coNrENr.. S* sir. pgv
CDARSE AGGREGATE-- FCV 'i/4n -f\
i4FINE AGGREGATE.
Al-r tenp.
D l' ',/
: ft, tl
5!-6F-
SPEcTMEN NUMBER 119-1 L-7 1-16 >28 4-Orry
OATE TESTED tL/r/74 LL/25/74 LL/26/74 !t/26/74
NUMET.R OF OAYS CURED )q[ 28 xr a8 ?8
otMeNstoNs, tNcHEs
STo. CYLINDER=6rrXl2x std std std std
SPEC IMEN VYE I GHT,POUNDS 27 1CJ. )L 28.Of 28.20
BSSO DENS I TY ' PCF L+a. A L44,2 142.8 L43.7
AREA OF CYL l NOER, INA
srD. cYL I NDER=28,2? tNe 10 .1-/28.27 28.27 ?,8.27
TOTAL TEST LOAD'POUNDS 7l+l+OO 108000 104000 108000
COMPRESEI VE STRENGTH,PS I ac )L 3820 )o (t 3820
SPECIF I EO STRENGTX.PSI f000 3000 ]000 1000 QF'drlrrr
TYPE OF FRACTURE:
1) otAGoNAL sHEAR
2 ) cone
3) vERrrcAr- sPr-tr
1 I I I
- --v;_t V I
iul111S t5
REMARKS
SAupr-Eo sv G. ilanzari
FORM C-l
rE s reo ev G.S IGNEO
County, Coto-
,o*r^r{!,;;ur*? ^-,
fl* '-1 . /-<' "+_ 'r"Y
COI/PRFSSIVF STRTNGTH RfPORT
CLIENT r.rO llq-l-
r.AB No 119-i-(1.-+)
coNcRE rE No Portc iiix
coNrRAcroR Vail Racquet Ciub
pRo,rEcr Vail Racr;uet Cl-ub ConCorrlni.urs
rRUcK ruo Cit rrcKEr No v290{
T I ME M t xeo Li2l-nnn t ved:.iO_plrcedj!9_
LocAT loN oF PLAcEMENT t N srRUclupg Foun:latlon wail builtiing ;,i/.
4Oi hd(bo( doce
c@(6oo prr€s
cotrodo . 00ql7
303 . 5po .1547
soil
10.11 so.rh frmtae road u,,esrp o box 1Qt4
voa'cddado.0t657
303 . 475 -0297
foundation
Sngineering(t
f
F'..
CU YDS PLACEO. . .cu Yos oArE oF rESr.. ..rc/zY/'i4t, ..,, ',r.r" t. l't00T.RUCX LOAOING...(.) CU YOS TIME DF TEST....+;\
WATER CONTENT...
-
WATER.CEMENT...
AOMIXTURE..
CALC I UM CHLOR I DE
M IX NUM BER
SPECIFICATIONS..
DE S IGNED 8Y.....
-)GAL/LD SLUMP .....=-tNCHES
RATto FREsH coNc. wr..-*u./ pCF
AEA ENr. A rR coNrg"ti.o gAEA ENr. AtR coNttnri.v /4
oz/vo sAMPLE cuR r NG. , . Lab.
dl wArER Aooeo-cALs Praruri!
'-1ceMENT coNTENT" ';
r>i'lc PQY
coARsE AGGREGATE- PcY :/4"
FINE AGGREGATE.. - PCY
Air tenrp. 54"f
JOB SI TE
1 .5-3/4"
3/ 4t _94
t4
SPEctMEN NUMBER 119-1 1-J
OATE TESTEO L\/i/? 4.
NUMET.R OF OAYS CURET)7 14 ao
oIMENStONS, TNCHES
sTo. cYLINoEn=6[X12tr std
sPECI MEN rVE I GHTTPOUNOS ?7.9')
ESSD oerus I rY, PCF
AREA OF CYLtNOER, tN2
srD. cYL t NDER=28.2? tN2 10.1/
TOTAL TEST LDAD,POUNDS 7|+LOO DT
COMPR€SS I VE STRENGTH,PS I
t'--t \' -_U
SPECIF l ED STRENGTH,FS I 1000 NOV 2 14 1Q7/
TYP€ OF FRACTURE:l) orAcoNAL sHeAR2) coNE
3, vERrtcAt- sPLtr
l-
Oept.0f
, Eagts
;irning & Dcvel.
lounty, Colo.
RdMAR K S
SAMpLED By G. Manzari
FoRM C-l
rEsrED sy G. i.lanzarl SIGNEO
t-
(o
F.
o
J
s2
(\l
I
uJzoI
uJJ
uJ
gI
z
UJo
t-
(o
j
d
x
o
ul
trlt
Fo
I
22 Octobex 1974
Mr. Les Douglas
Eagle County Building Inspector
Eagle County Dept. of Planning and Delvpt.
Post office Box 789
Eagle, Colorado 81631-
Dear Les:
Per our telephone conversation of Monday, October 2lt
L974, I advised our concrete contractor that you would be here
to make a footing inspection on buil-ding #8 and a foundation
inspection on building *7 at 10:00 A. M. Octobex 22, L974.
Based on this information he scheduled his pour for 11 :00 A. M.
When you did not arrive by IJ.:00 A. M., I told the concrete
contractor to hold up until 12:00 P. M. and I called your office.
Your secretary told me you were in VaiI, but that she did not
know your exact location.
Since we had a concrete Pump from Denver and two truck
loads of concrete waiting, I ad.vised the concrete contractor to
go ahead at noon. I had then hold a section of the footing oPen
until 4:00 P. M. so you could see the steel if you arrived and
parts of the walI could have been inspected until 4:00 P. M.
I also took photographs of the steel in both the waLls and the
footing which we will make available to you.
I do not like to work this wayl but under the circumstances
I did not know what else to do.
Best regards,
ilAz*?
Walter Kirch
REC:i\Ii:D
gCT z a tg74
Depi. Li llrri ,,.i .' ' rlll.
fagle Couniy' cqlq
*$h.
NF)\: I\l;. r\t ti
l -;Fl
n\i
3JFil E;)l t F
lElc
E
Elu
G
2o
F
oo
zo
F
uJFJ
o
u,lJ-z
Gco
!J
(E
cDF
z
C,z
J
tto
o2
{
rrf..\
ul
E
2oo
2o
IJcc
llo
u,F
o
l
U
t
TJ
d
,$\)
s
u,l
=z
o
l<oro
&o!,ulcoo
E
0
t)
1
\1
-r
o
vt\s
l{,
TJ
E
z
AF)
o
F
€oj
t
F(,
p
G
othulEoo
J
a
E
o.
a
oc,rl
4
r<l
8j
t)\
$
F
(,
C'2
J
E
Y
ao
Nl
FoJ
2oo
o
;
(,
tt
ul
o
C)
o
Efolco
(Jz
o-
()t
.i
GI
:
=
2o
F(,t
CEFo
=IJ
ttoglc
;
1
c
!
3
Y
ctoI
t!o
2o
t-otoa
!,1o
tFi
833o(,o
ilE
an82?2
o zaz F'l< E5gon
Ez9
gFA
o {H
o (c
ie*{ trr
vo
||,1
(,
z
Jo
o
uJ
G
l|J
o(,z
uJoz
3E
9F
E
ul
G
ooJIL
u,l
G{
FoJ
J
F
F
lllc
o
Jtt
J
F
F
n
2ut
Eulo
u,l
!
,:
=tr=ulolreO
-Z-=oE'I!-r--f
E
o
Q
Fo
c
F.z
FIz
ho
\r+
I
EIPirgltio.DoEloE
i;;ebtsxv
eEeE{ o za
F:EH
Eae;EEiSFe<cSittE<!l,r
E
t
z
X
>.ql
E
P
+
E
=G
ur
J
c4
voqr
o
2
c
29^
KH
=qd64(J
o
ur!tul
oz
ll,(J2
3E
u,Fzl!
=utra
ul
Itl
G
oJ
FoF
u,lE
Goo'J
IL
J
FoF
c\
a
=J
II t r ,.'
;l
!
E
tr
lrl
o
o
2
I
o
Jf
o
lre,
-
-et
I
i
I
U'x.
ofG
C,
=YE
n-
FQ
tttto
d
$
*
s
C'z
o
=)o
tt
!t
3
utG
6.oz
Fo
Go
\zo
F
I)Gd
tto
uJF
o
G|
It
zo
?at6
E-,A-
Xr
Yloyo_tn
=o
C'
=o
2oq3
EOF!E2t!
=>xo
=2bfurtAC'iE
.ol
rl' 'z),
cLEAlluP 0t l'05 l T RE-f'UllU
( ttl t.Ltwtt144, Dat c
0ata Re f undcd
,ProJect
Cont roct
Dopos.lt
Addrcss
rjau- k
or
Pa id by
Amount'
Ro f un d/Date
/oo
Author ized 'for
a
Fa
Fz
(.)
lrlz
>
F
z
F
F
z
o
kl
F
=UJ
J
cc
out
o
2
J
z
KH
fr!
lu
IE
z
UJ
z
s
z
IJJ
IJJ
ql
F
IJJE
J
ul
!c
F
a
F
uJ
(r
J
J
!
,E
=r= lrl
olroO
=,2
=qf- t-
l
E
a
z
,l
z
rd
=.l
ffi'<Qz
8zE
FFV<9ot4z5q>*=9
<O
9o{
Fr'r<a> *<on
r(< F
NOrrvnlvn
E
=
z
t
llJo
J
IJJz
IJJ
t-l-a<>9.'
\l!N
ul
zo:
zo
Fqqd6
2ttA>
-z*<
>U
- c,i
F.
Fz
z
'
)
F
z
3H:Hi<F1<:
IL>F.F
-<Q.n9
< l. 9 z FIE'<9-<P.-^!5;iiu5o9Eo\z* <3i<ozo
=zZ-')E9<45tFaooA <c,<Qtazt>r5iic0::y=;<u <
H=9iE- i -. < q
O> -./)<oi]a.e l<tr<3J
E
EE
J-
z
z
<g
iuJ
o
IJJ
zl
2g
E
Fz
ll,
Eul
ut
-
IIJ
G
Jrl
uJ
tc
F
:
F
F
qr
.E
E
aF
F
t
Er
lrl
o
o
z
-oJ
-l
o
-l<
lre
=,
=ot-
!
!
t
/
I
a
NOtl'VnlVA
.-.!+
t4
\tLN
zc.: 9
z
F9qi6
qo
;>
-z:<
>o
-(\i
,--
,$
Kirch-Utter Devel.opment CornpanyP. 0. Box L937
Vai1, Colorado 81657
subject' j#l*lilh5flii-eiffi:'; and 8, and swinming pool(]}lii,*;:;i:'.:ilF,
co,.oradoProject 14163
GentLenen:
As reques-tgd by Mr. lrral.ter Kirch, we observed backhoe test pitsat the. sub j-ect site . on september 24 , rg7 4. samples rvere taicent-rorn.these holes, visually inspected and subjected to laboratorytesting.
In the building qTgas_, a layer of fill r to z.s feet deep apparentlyoverlies 2 to 3-t/2 feet of topsoil and compressible siliy i6irswhich are, in lrirn, underlain Ly sand and giaveL to the nixinumdepths explored.
The existing fi11, topsoil and conpressible si.1ty soils shou1d berenoved from footing lines exposing the sand and-gravel strata.Footings_designed for an allowable-soi1 bearing piessure of.3,000 psf
T?Lbe placed on the sands and gravels. If it-i-s desired, granular
!1f1-inf/ be placed on the sand ind gravel to the footing lriaeThe fill should be compacted to at least 95 percent of maiinurnStandard Proctor Densiiy and should extend 1iteral1y a distancefron the footing equal to the depth of fill. Footiirgs placed onthis filL may be designed for an allowable soil. bearing- pressureof 3,000 psf.
Grass and deleterious naterials should be rernoved from fi1Ls sup..po-rting-floor slabs and all fill compacted to at least 95 percentof Standard Proctor Density.
The swimming pool nay be constructed by conventional methods.No adverse conditions exist at the prolosed area of the swinmingpool.
ZEFE COGCSTNIO
A!\trD SEALV, !NC.
and geologic engineers
,l d,on]^,ar ,o.tir'raAa of\aaC lE^l -l\.a.oo
filr ocT 2 21974
October 14, Lg74
I -j-/V:4' \ /
{ " , t'
'c.
consulting soil
1.r,1!rf rsr 7-c,l -n-v.o
If you have any questions, orplease,contact our office.
Respectfully submltted,
ZEFF, C0G0RN0 AND SEAIY, rNC.
REGISTERED ENGINEERS
lf we can be of further servico,
By
GClss
3 copies sent
J.
- I l^.+rz , (
ueorge uogorno,
Vice President
NOTE
TO:Lamont
FROM:
RE:nant + ban - Vail Racquet Club
If the nestaunant and baF included in the pnoject
can pnoceed with the ctton fon as long as the
If the plans wene not appn by the County, then the
Howeven, since the pnoj was we[[ unden way before
,
and Gene suggests a t I i.nteronetation of Section
NOTE
TO: James F. Lamont, Dinecton of Depantment oF Community Planning
FROM: Gene A. Smith, Town Attonney
DATE: Octoben 11, ''1974
Restaunant and ban pnoposed in Vait Racquet Club
SUBJECT: ZoningOndinance
1. You infonmed me that the Vait Racquet Club, a devetopment
in pnogness in the Bighonn anea which was annexed to the Town efFe ctive
9-11-1974, will be in a MDMF zoning distnict aften zoning is imposed on
said anea, that being schedul.ed to occun by 12-12-1974 (within 90 days
aften the annexation). A nestaunant and ban is pnoposed fon the pnoject
by the developen. You have inquined as to the applicabitity of the Zoning
Ondinance to the pnoposed nestaunant and ban.
2. In the event the pnoposed nestaunant and ban ane in the'
p noject plarrs which wene appnoved $z Eagte County, I think it is pnobable
that the developen can construct them, pnovided he does so within a
neasonable time and white the county buitding penmit has efFicacy, negand-
less of the zoning that the Town wil[ impose on the anea i.n which the pnoject
is situated .
3. If the pnoposed nestaunant and ban wene not pnevious ly
appnoved by Eagte C ounty pnion to the annexation, the Town shor.r ld have
the authonity ard junisdiction to contnol that aspect of this pnoject, at
least to some extent, thene being some limit unden the existing cincurnstances
on the Town's control oven a pnoject. commenced pnlon to annexatlon and
being welt-underway pnion theneto.
4. Section 5.4OO oF the Zoning Ondinance pnovides that rrThe
following accessony uses shall be penmitted: (1) . . . necFeational Facit-
ities incidental to penmitted residential uses." A deve topment which is
p nirnanity a tennis club is pnobab ly not a penmi.tted on conditional use
RE:
,/
o
penmitLed in a MDMF zoning distnict. HoWeven, my impnession oF
the Vail Racquet Club is that it is not a tennis club but nathen a
condominium development which l.ras tennis facitities. Assuming my
impnession ts connect, the VRC is a nesidentia t.deve topment having
necneational arr€nities in the fonm oFtennis facilities, and on that
basis the pnoject is within the punview of the afonesaid section oF the
zo. It would then foltow that ancillany aspects of the extsting necnea-
tionat faciti.ties of this project might be altowed by Section 5.4OO. In
the event the proposed nestaunant and ban ane considened to be ancitlany
aspects of the tennis facilities, they would thus be allowed. I think it
is somewhat questionabte to considen that a nestaunant and ban ane
ancillany aspects of the usuaI tennis facilities oF a nesidential develop-
ment. on the othen hrand, a nestaunant and ban ane typical aspectg oF
most tennis ctubs. A libenal intenpnetation of sectlon 5.4oo would
penmit the inclusion oF a nestaunant and ban in the VRC pnoject on the
theony that such facilities ane a usual aspect of othen necneational
facilities of that type of t'nesidential-tennis clubtt development. In
view of the somewhat timited contnol which the Town has oven the VRC
pnoject as indicated above, t suggest that it is pnobably appnopntate to
accond a tibenat intenpnetation to Section 5.4OO with nespect to that
development.
L
"'n'o'nj':'::*,""1i.'j'*ifoli",,"to" ,,r o"p".rL'i oi cr.i:r'r,rxr'lirrl(a,,.,,* ,
,
Ge-ntr A. Sirnitl'r, -l-own /'rttot^nt:y
oitober' 11, 19'/4
Re:t:rurant arrd bar pr-oposecj irt Vail J;';la;qugt; (l ir'rl)
Z onin3 C)rdinarrce
1. YorJ inforrnecJ n-ra tl'k"t the Vai[ Raccluet Ctub' a development:
in pnogress irr tlre Bigl'rorn are;i vr'l-rich *ug '€
a-,.will be irr a
-
dis;trict ''ft"r- ilIlFl ot't
salcl area, thai being schecjurted .to occun by flfr (v"lihin 90 ciaysj
aften the annexation)' A restaurant and ban is
.
by the clevelopen' You l'rave inquired as to the
Ondinance to tl-re proposecJ restaurant ancj ban'
2. In the event the pnoposed nestaunant and ban are in the'
I thinl< it is Pr:obable
tf,.t tf,e- developen can constnLlct thern., pnovided he does so within
reasonable time and while the county building Penrnit l.}as elficacy' r'egarcl--
less of the zoning that the Town will impose on the area in which the project
is s ituated
3. If the pnoposed restaurant and ban wene not previous [y
approved by Eagte County pnior to the annexation' the -fown should have
the authonity ard jurisdiction to contnol. tt'iat asPect oF this pnoject' at
least to sorrle.extent, thene being sorne limit under the existing Gircurnstances
on the Town's control oven a pnoject'commenced prion to annexation and
being well-underway prten theheto'
ides tl-rat rrThe
4. Section
lrrdjCc,-t',uyr of
arpglo{2l'1'Lt( '^
i#;'*.3i''i;ii."
'" ,/
Q!l;15 ',:t?
t-o;
Ff]OM:
DA]'[::
RE:
SUP,JEC-t-:
propo-sed For the Pr'oject
applicabi tttY oF the Zontng
foltowingaccessor.yusesshallbepenmitteo.6r1'..Gt
A deve loPment which [s
:.
l-lowever, ff\Y
' I C /7,1
t rrrclr'o s s: \oi\ tJf
MOM;= z-onirrg cl is;trict'
the P,ssutr'ring fnY
;":. :;" otlrer r-r;rnd' a nestaurant and bar are t"ot"ul
.-4
rrrost terrr'ris clubs ' A 'F EF .est on the
'":::^:::'lj*"*'
develoPrnent'
I
ALrG 1:; ,97 It | 4t(\t1 c.:Rr rlll rulrqlr & .ToRDpN
pcrnri*ed in a
identia t' dewe loPment having
lmpression is correct ' the VRC is a res
recreational ernrerritit:s in tfrer f'orrn of terrnis Facilitiers'
:::-::" ",,
-"..ecreattonal cr.v"'-'- r ' noFthe
basis the Proiecl- is vzithin the punview of th'e afore:;irid sectto
7-o. lt wor"rlct therr follow that anciltary i'rspects ()F tlre exigting recrea'
tiorErlfacilitieso|.thisprojectmighto"#:'"..,
the event the proposed restaurant and ban ane considered to be ancillary
aspects of the tennis tacilities ' they would thtt s be allowed ' I think it
is somewhat quegtionable to consider that'a restaurant ard ban are
ancilla.y aspects of the tJSual tennis facilities or a resicJentt"t o-l:'-:-
t ancl bar are tyPical asPectg of'
F1||Ft119li t\'rvr'v-
,_ ^.r_.^ r_occeational
theory that surch facitities are a usual aspect of- oih3:- i-oc'ear
faci tities of that type 'sf t'r^esidential-tennis clubtr deve toprne'nt ' ln
view of the sorr€what limited control which the Town has oven the VRC
p"o).:t as indicated above' '
t"'j=.:::at it is probabtv appnopniate to
accond a liberal intenPretation to SLcttqn 5'4oo with resPect to that
t3
F
o
!
=
t\l6l
<\l
o
ulz
-
ulJlu
E
uJ
zluo
o
.E)
j
qt
(o
t!
trt!
ao(t-
I
September 30, L974
Town of VailOffice of The Town Manager
Post Office Box 100Vail, Colorado 81657
RE: Building permits 102 and 103 issued by Eagle County for build-ings 7 and 8 at Vail Racquet Clrrb Condominiums Subdivision.
Gentlemen:
Building permits 102 and 103 were issueq by Eagle Countyearlier this year for buildings 7 and 8 at Vail Racquet CIub
Condomj-niums Subdivision. We were advised by the County thatthese permits would be voided on October I, 1974 because construction
work had not begun. This was based on a misapprehension of the facts.
We did in fact begin construction well within the requiredperiod on both buildings. The sites were cleared of willow trees,construction debris and org:anic soils during the months of June,July and August L974. Engineering work was performed during the
month of July 1974 and the foundations v.rere staked out on August 8,L974. Throughout the summer of L974, fill dirt was purchased andplaced on the sites as it became available. In addition to theon-site work, the normal construction planni-ng activities includingarchitectural plans and arrangements for construction financing
have taken p1ace.
For this reason we have apprised the County that we will pro-
ceed uncier these permits. (a copy of our letter to the County i.s
enclosed. ) We would be seriously damaged if these permits were nothonored and must resist any attempt to void them.
The County's position apparently is that it will not perform in-spections, although j-ogical1y it seems to us that it should followthrough on permj-ts previously issued.
Page Two
As you know, we have indicated our desire to work with the
Town of Vail, and that wiLl continue. We will be quite willing to
meet with your representatives and those of the County to work out
an acceptable method of proceeding. Because of weather problems
and other commitments we must continue with our construction.
Best regards t
Walter Kirch
cc: Mr. Daniel F. Kaprinikar, Chairman
Eagle County Board of Comnrissioners
Mr. Claude L. Gerard, Conmissioner
Eagle County Board of Commissioners
Mr. Alfred Orlosky, Commissioner
Eagle County Board of CommissionersMr. Hugh Warder. Attorney for the County
Mr. Lester Douglas
Eagle County Building Inspector
),
au sEP2?147't
Town of
EI,ECTRICAL
Vait
PERMIT
N9 56
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
Date
Received
I'Jer+
\co
0..?-{.mo.}
$....!.o-.?-.,...9-e-..
$.........?..6.,..o..o...
$.....
Plan Checker
8y .... J4k
Gr."1a--a.o*r
HTS FORM IS TO BE FOSTED 01{
.,OB SITE DURING CONSTRUCTION
2' HOURII ADVANCE NOTICE
REQUIRED FOR INSPECTIONS
.rou N".".. 1iZe.(6.:r .-C."* G.LqB..La-)
'L*n-.'4.t-*--
Elecrrical contractor.....[J. g!$-....Rs3-..T!9.!s
APPROVALS
J-1.9-.,..9-e..
\.l a. r. t|orartl to., oarvrl lortil
rarsT
lmn
box 100
vail, colorado 81657
(3031 476-5613
September 25, L974
Board of County Cormissioners
of Eagle County
Eagle County Courthouse Codicil
Eagle, Colorado 81651
Attention: Chairman
Eagle County Building
BuildingsTandSof
office of the town manager
for
Racquet Club,
Permi ts
the Vail
vail. colorado
Gentlemen:
It is the understanding of the Town of Vail, Coloraclo, that building
permits issued by Eagle County to the Vail Racquet Club for build'ings
7 and 8 expired on Septernber L, L974, and that the developer had not
corrnenced construction of said buildings prior to said date' but that
the developer has requested from you extensions of the expired permits.
0n the advice of its legal counsel , the Town takes the position that
Eagle County no longer has iurisoiction or authority to extend the
expired permits under the foregoing circumstances because the site
of the above project is in a portion of the Bighorn area, which was
annexed by the Town and was within the corporate limits of the muni-
cipality as of September 11 , L974, the effective date of the annexa-
t'ion. Consequently, the Town requests that the Board of County
Cormissioners deny the extension request of the Vail Racquet Club'
for the Town will not recognize the validity of the permits if exten-
sions are granted.
Generally, the Town considers that Eagle County should not grant an
extension for any outstanding building permit after September 11 , L974'
except for a development which was legitimately being constructed
prior to that date and is a continu'ing development, and that it should
Board of County Cormissioners
of Eagle County
September 25, L974
Page 2
consult with the Town with respect to any request for an extension
which is made hereafter before deciding the request.
Your timely written acknowledgement hereof is requeste<|.
Si ncere'ly,
TO}IN OF VAIL
DEPARTIVIENT OF C TY DEVEL0P|''IENT
HAND-DELIVEREU ON THIS DATE
JFL/rum
o,url,,u""l';,?H',i ftTli' ouu Orn u",
COUIiTII@USE' ;t.O. 0ox 789
Eagle, Colorado
81631
September 2i'- Lg74
Waltor Ktrch - Jay Utter
Ifox 1008
VaIl, Colorado 8185?
Re: our phone conversatton of 9-23-?4 on Butldlng Permlts
101, lO2, and 103
As permlts explred the flret of September 19?4, and the Vall Annexatlon was
effectlve on September 11, 19?4, and no work was started on thls date, Eagle
County bEs no authorlty to extend bulldlng permits after September l1t L974.
Slncerely
Leeter L. Douglas
Bulldtng Offtclal
LID./ac
cc: County Attorney
Vall Bulldlng Department
Phone 328-6338
oa
q -rs--tq-?'f
\-
- | ey6/
,U---' tf;t Ea4*r.r*-4.'!*
#--; 't qe+vu" t1 -'r-*-q.{
1"fu_t- Fcc l,t=--C. L ^qrn 4*tA*-ffiP L&,:4
Anl
^Lb^t { A Bc-C -,a-
-^'** 'n-e<pula-1--
r - l,*,- I ri, -lnl rtnffiffiL !ffi*
1. T;
{";,1 Ie"--,.-*- cp*L trffi "4MfuL;t r;,u L^-** WU*
'-.4-{c&.e34,-' 7*--ra/
'"ELt 6-- J4-.
-+4
"ffi
I r&.,
,a
DEPARTM
Jay Utter and Walter Klrch
Box 1088
Vall, Colorado 81657
EAGLE COUNTY
OF PLANNING AND
COURTHOUSE
P. O. Box 789
Eagle, Colorado
8t631
20 Septernber 1974
I
ENT
valfdabd on 25 February 1974.
Bullding Besolutlon dated Sgpteitrbof 'tq.1973, Scctlon 1O, $ubedctlon,(4)a, statca,
co'frstructlon le to be etartqfl wlthh (6) elx,rrpnths frorri lgspan"ce of thePermlt..
The above mentloned Permlts wlll be volded on October '1 , 'lg74t ag no actlon has
been effected elnce Permlts were lssued.
Futurere-schedullngof permltswlll b€handledthroughtheTownof Vall, foryour
area.
Slncerely,
Leeter L. Douglas
Bulldlng Offlclal
LLD/Kt
DESIGN RIVIEi.l BOARD
DATE 0F I'tttTING: September 19, 1974
I'IEI.IBERS PRESTNT:Ruoff, BilI
Abbott, Dudley
Hanlon, 8111
Parker, Lou
ACTION TAKEII BY 9!A-8!.: fi-rezptt
^orr@-4rLt/zVOTE: EOR:no(rrKrl
u)
APPROV ED:
DISAPPROVED:
SUMMARY:
//d1 -4-.
92a,,,>'.-l -ZL
/z( ,-pp I l can[
''.i''e,4:F'
ricTic[ 0F PUItLI[ ilt-Ai'r'Ii'l&
t;0TI{.1- iS iit-lt;-,1Y iiIViji.i TilAi ilalter i(irch arrC .]ay.rltter {Vai I i{acquet
ciuu] irave 'Ipl:l"ii'ra f;; ; ;;-Jitionat use permtf in accordance witlt
iiriicle lil, Sr:cticn ii;.t3C-ui Ur,itnance il;:'3'(series of 1973) in order
vo ;)€,..,ri.L an sccrssory'""ituu"unt and Oar in-u'Ue.rtu* density ifultipie-
ian:j.iy Zone. Sur:u,.i"i,ri'ii-ir-iii--ii iolatec on L't ?, t/ail Racquet
l,luii Condorilitriu;,t SubJivis'icn.
5epi:ani-rer 17, iiiTr'
;\ t'fitlic t{earfng utll be ileld tn
li r(1 zorl i n9 0rri i nance on
ldurilcipal-iiuildlng. Salldurilcipal iiuildtng. Satd
i,;re Torm of Va'l'l Flanning Csn*ission and
Town of Vail forthe Tovn Council for the
I !r7 4.
Tufiir 0F llAlL
l{ena S. Toughlll
,l:rin; Acln:"l,'l j strittcl'
f"*biisnexl in the Vail TratI on Septenber 7A, 1971.
21.400 of
ttc Va{l
heand before
transrnltterl to
on October 15'
a,
/
Application
Hear Ing Date
Flnat Declsion date {or Town Councl I
,(
| ( we )
a,7-(Slate) (Ciry)
dc hereby request permission to appear before the
Commi ss ion to request the fo I low ing:
( ) Variance trom Rrticle-, Section( ) Zon ing Change f .o._to_( ) Parki ng Variance()<) Conditionaf use Permlt to a ltor-lfiLct'ou.nrto-/ Bon
2r
rnl/7,
t\f({p APPL ICAT ION FOR VAR IANCE
And/Or
COND I T IONAL USE PERI,l I T
Ordlnance tlo. B (Series of l97l)
Dafe
/>' 'Publication 0ate 7-'1a '/''
pnon!.-47L5.!/g
Vail Planning
I
of
in
Fl ll ng
C lea r ly
l,l umb e r
state
For the f ol lovring described property , to+/+ru"{-/--, Blocl/!=a!.
J' of this applicaf ion (//c- /Our/o.tz.-
'Je'/A
purPose and inten;t
/
uhat do you feel is the basis for hardship in thit "u..{jfr4--
//-/?e-
(Appl i ca n t )
4/o 14,7P.(Address)
7 '4,
,,re.z/ iz tazz4 c,aJeJ:,
.,2 v ./.-'/.
:
S ignal ure of AppI
.-,..,--
.,,|-.-**- oNNN
lt,I APFL,CATIoN FoR vARIANCE
And/Or
CONO I T IONAL U5E PERI'I I T
0rd I nanco tto. I ( Sorl es of | 975)
X
App I lcatlon Date-2-
Hea r I ng Date / c''
F1161 Declsion date {or Town Councl I
VI (we )
Publ lcat lon oa+e 7-2a'7{
,\
of
?
e/"Grrl{i , %,2,;:, 'nond
( ) Zoning Change {ron--
( ) Parkl ng Variance'(X) Conditional Use Permit to
dc hereby rcquest permission to appear before the Val I Plannlng
Commlssion to request the fol lowing:
( ) Varlance f rom Arf lcle-r.Sec'tlon
, r t^- ! ^^ l^h-h^a { Farr.r tO
on" Jffip z^le;\
r2'
For the f ol lowi ng descr lbed property: Lot/tra cry--' Blocl'JAl
Flllng
al Bo
ln
H umue f
4y'a,//o,/?o,<Ll'
(Addross)
touf Rertar.p,, t-g2
do vou feef ls the basis {or hardshlp in th i' ";,tr-{' fl4-'
'4./'7.
!-
5 i gnat ure ol A-pp I i cant
q
,ae./n/ tiz ta*e-c,a.Ie.f ,
"'/ I
30
ira;rii;ng
County,
-<o
Ja
z
o
uJzo
GllJ
ltF
tclu
z
IIJo
F
F
j
@
o
IJJ
E
o
Fq,o
I
RECiIY:N
SIP
,&0t. 0i
f,agle
1974
& uirvcl
Colo.
l4r. Lester Douglas
Eagle County Departmentof Planning and DeveLopmentPost Office Box 789Eagler Colorado 81631
RE: Building permits 102 andbuildings 7 and 8 at Vail
divsion.
Dear Mr. Douglas:
By letter dated September
above permits would be voided
construction had not begun as
Resolution.
September l, L974
103 issued by Eagle County for
Racquet Club Condominiums Sub-
20, 1974, you advised us that the
on October l, 1974 on the basis thatrequired under the County Building
As we have since advised you, we had begun construction wellwithin the required period on both buildings. Work done included
cJ.earing the sites of willow trees and construction debrisr E€-
moval of organic soils, engineering and stakeout, soils tests,placement of fill- and excavation.
In addition we have, of course, done the necessary planning
work including architectural plane and arrangements for constructionfinancing.
We are advised that since this property hag now been annexedto the Town of Vai1, the County will not perform inspections evenunder permits issued prior to the annexation. This would appearto be somewhat illogical since the County requirements would seemapplicable, and it has received the fees. We would hope that aprocedure can be worked out to cover this. In any case we believethat the permits issued are clearly valid and effective and we will
proceed thereunder. We will resist any attempt to invalid,ate thepermits since we would suffer very considerable damage now if we
could not proceed.
Page Trro
We hope that no action on our part wiIJ. be necessary.
Best regards,
1/4.2*!
Walter Kirch
cc: Mr. Daniel F. Kaprinikar, Chairman
Eagle County Board of CornmissionersMr. claude L. Gerard, CommiEsioner
Eagl-e County Board of Commisgioners
Mr. Alfred Orlosky, Comrnissioner
Eagle County Board, of ColrunissionersMr. Hugh Warder, County Attorney
Town of Vail, Office of the Tsrdtn llanager
N". 23962 o
County
$k 243
Ittasurer's Offtcg Eagle County, Colorado
teza
Account of
LLARS
ft,
/fi &) 3"t'd. 4
il
rR
1 Cash Book Page-
, Treasurer
Eagle, Colorado, J-4--.-4:
Eprpiupr)
44, Deputy
YHE C, F, HOECI(EL CO.. OENVER (T I)
. BUITDING DIYISION OF
'' EAGrE COUNW; P.O. BOX 7l'
couRTHousE, EAGLE, CO.-PH. (303) 32S.6339
BUILDING
PERMIT
ts 7( pEaMrr No.P. O. Box 1088
0101o^re ________1!-_=g_
leelrcnlr .lay I lllar - Wallcr Kireh AooREss
(-) sroRY
NO.
( NO.)(STREET'
NUMBER OF
OWELL IXG UNITS
(coNrR's LrcENSE)
16 Two Bdr.
( PROPOSED I'SE)ITYPE OF IMPFOVEME NT)
:
ILo
o!r
dz
EoL
ZON ING
AT ( LOCAT ION)0 tsTR rcT
BET*EEN Se 1,/4 Section, 12, T5S, REOW o*o (cRoss STREET)
sugorvrsroN Vai I Racouet Club Condominiumqor- BLoc*
-
!?J.
BUILDING IS TO BE
-FI,
WIOE BY- FT. LONG BY FT. IN HEIGHT ANO SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP SASEMENT WALLS OR F OUNDAT ION
REMARKS:
7f /7/
AREA OR
VOL UME ESTMATED cosr $-2lgj0Q0- FEEt't $(CU8IC/SOUARE FE ET)
ownea Jay Utter - Walter Kirch
19spgs5 Rn- 'IOFR, Vai | , (1.tlnra.{.! 81657 BUILOING DEPT
(Aftidovif on ?evirr ridc of qpplicclion lo bo compleled by outhorized cgent of owncr)
Bldg. #8
Jurisdiction of
BUTLDIRIG PERMTT APPLrcfr ,oN
Applicant to complete numbered spaces only.
:L
Vai I Racquet Club Condo. P. O. Box 1088, 495 Aspen Lane; Vai l, Colorado
TRACT
I OW, of the 6th P.M tf- 1se: arracx eo sxeerlEagle County, ColoradoE 1,/4 Section
owN EF MA|L AOORESS ZIP PXONE
2 Jay M. Utter -, Walter Kirch, P. O. Box 1088, Vai l, Colorado 81657 476-5733
3 s"-"Same Same
ARCHTTECT OR DE5ICNER MAI! ADORESS PHONE LICENSE NO.
4 Robert C. Huston, 6015 W. 1st Ave. Denver, Colorado 238-4024
s Kal Zeff u,td Assoc i ates .
MA LL AODRESS PHONE
136 Lipan St. Ddnver', Colorado
LtcENSE tO,
LEN O ER MAIL ADDRESS'6 Unit"d Bank of Denver, P. O. Box 5g4g, Denver, Colorado United Bank Center
USE OF EU ILDIN C7 Condominiums
8 ClassofworK: ENCW trAOOITION trALTERATION trREPAIR !MOVE fI REMOVE
Describe work:16 two bedroom un its
l0 Change of use from
PERMIT FEE^ ?-f [. I ?I I Valuation of work: $ 219 , gPg
SPECIAL CONOITIONS:
Size ot Bldg.
(Total) 5q. Ft.
Flre Sprlnklers
Required flyge [NqAPPLICATION ACCEPTED BY:PLANS CHECKED BY APPROVED FOF ISSUANCE 8Y
OFFSTREET PARKI NG SPACES:No. of
Dwelling Unlts
N OTIC E
SEPARATE PERMITS ARE BEOUIREO FOR ELECTRICAL, PLUMB.
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT EECOMES NULL ANO VOID IF WORK OR CONSTHUC.
TION AUTHORIZED IS NOT COMMENCEO WITHIN 60 DAYS, OR IF
CONSTHUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
I\4ENCE D.I HEREBY CERTIFV THAT I HAVE REAO ANO EXAMINEO THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEOHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
5ICNA'TURE OF CON TR
FIRE DEPT.
SOIL REPORT
oTHER (Sp€clfy)
WHEN PFOPERLY VALIDATED (IN THIS SPACE} THIS IS YOUR PERMIT
PLAN CHECK VALIDATION cK. M.O.
FoTm IOO.1 9.69 iEoFoEII FFoM: INTERNATIc'NAL CONFERENCE OF BUILDING c'FFICIALS.
cAsH PERMIT VALIDATION cK. M.o.F**F)7Ft+
lNspEcroR {t f+'yQ, 9- 1'f '/f
-\
BUTLDTNG DtVtStON OF o BUILDING. EAGLE COUNTY, P.o' BOX 789.I EATTLE lrr.ruN I |, V.l). Ult)A tat
CaURTHOUSE, EAGTE, CO.-PH. (303) 328-633s PERMITa
DATE .7--a{
AppLrcANr Jay ll++ar - \A/alfer Kir.h AoDREss_EO)
pER M rr ro New Constfuction (--) sroRY
NO.
010 3
(COXTR'S LICENSE)
!$!!lf^ooFu.,r.24 one Bedr.
('YFE OF IMFROVEMEIIT)IPROPOSED T'SE)
o
AT (LocAT IoN)
ZON ING
D ISTR ICT
SE (No.) =\ {srREErr
( CROSS STRE€T)
!-o
o
@
oz
o
suBo lvrs I
LCT
-
BLOCK
-
S rZE
BUI TO BE
-
FT. WI LONG BY
AASEMENT WALLS OR FOUNDAT ION
FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
USE GROUP
(TYPE)
RE MAR KS:
AREA OR
VOLUME
(CUEIC/sOUARE FEET)
owNER J^), utter e']c wailer Kirchaooness oex 1088, V^i I, Oeler-de 81557
.srr"lteo cosr $210,000 FEE"'' g F.J
AUILOING
(Affidcvit on icvcirc ride of opplicotion io bc completed by oulhorized ogenl of ovncr)
t to complete numbered spaces only.
G PERMIT APPLIC
o
AT roN
t
BUILDIN
Bldg. #13 I
Juridiction of Eagle CountY
WHEN PROPERLY VALIDATED (IN THIS SPACE} THIS IS YOUR PERMIT
PLAN CHECK VALIDATION
Vail Racquet Club Condo. P. O. Box 1088, 495 AspenLane, Vail, Colorado
f-ls:e rrrrcneo sxerr)
rOW. of the 6th P.M. Eagle County, Colorado
MAt L AODRESiS PHOr{E
Jay M. Utter
P. O. Box 1088, Vai l, Colorado 81657 476-5733
MAIL ADDRESS PHONE LICENSE NO.
- Walter Kirch P. O. Box 1088, Vail, Colorado 81657 476-5733
AiCHITECI OF DESIGNER MAIL ADDR E5 S PHONE LICENSE NO.
MAI L ADDR ESS PHONE L tc ENsE r.to.
and Associates. 136 Lipan St. Denver, Colorado
5 United Bank of Denver, P. O. Box 5848, Denver,
ARANCH
Colorado United Bank Center
USE OF BUILDING
8 ctass ol work: druew tr ADolTloN D ALTERATI0N tl REPAIR tr MovE tr REM0VE
9 Describe work: 24 one bedroom un i ts
10 Change of use from
PERMfTFEE -35L. I '/11 Valuation olwork: $ 210,OO0
SPECIAL CONDITIONS:
Size of Bldg.
(Total) 5q. Ft.
Flre Spr{nkl€rs
Required [ys5 !1116APPLICATION ACCEPTED 8Y:
OFFSTREET PARKING SPACES:
NOT'CE
SEPARATE PEHMITS ABE REOUIRED FOR ELECTRICAL, PLUMB,
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOIO IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 OAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION ANO KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIEO WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
SICNATURE OF CONTRACiOF OF AUfHOiIZED AGENI (OATE'
SOIL REPORT
OTHER (Speclfy)
P-,.oi4l 7+ )-? tty' I-t / -( ' '-r .- - /),'
,rrrr"ro^4a' P'fu^7do- 1''* o' / /'/INTERNATIONAL CONFERENCE OF BUtLDING OFFICIALS.Form 100.1 9-59
PERMIT VALIDATION
BU|LD|NG DtVtStON OF o
.EAGLE COUNTY; P.O. BOX 789
couRTHouSE, EAGLE; CO.-PH. (303) 328-6339
BUILDING
PERMIT
010 2OATE
APPLTCANT Jay Utter - Walter Kirch
pERMrr ro New Construct ion (_) sroRy(TYPE OF IMPROVEMEIIT) NO.
NUMBER OF
DWELLING UI'I ITS
{ C ONT R'S LICENSE)
24 one bedr.
(PROPOSEO U SE)
F
;0,
Ar (LocArroN) Se 1/4 Section 12, T5S. REOW- ags Aspen Lanen Vail 6iJ+H,".t-(No.) (srREET)
BETWEEN Se 1,/4 Section 12, T5S, RSOW ANO
(CROSS STREET){cRoss STaE€l)
IL
oo
.a
z
Eo
suBorvrsroN Veil R ac.|L'et Cluh eenCemini,-tmgor
-
BLo"*
-
5?J.
BUILOING IS TO SE
-
FT. WIDE BY
-
FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASE MENT WALLS OR FOUNDATION
( TY PE)
REMARKS:
AREA OR
VOL UM E
{CUBIC/SOUARE FEEII
ewxgp Jay Utter and Waltq{iirch
eooness Ba- .|088, Vai I, Colorado 81657
estrulreo cosr $210,000 FEi-, $ tQ4
.",*^o o,"&i Wt<l
ogenl of ownor)(Aftidovif on ievcirc ridc of opplicotion lo bc completed by oulhorized
,r,ro,Ro PERMTT orr'.fi,oN
Jurisdiction ot-Eggl e tcanlJ
BldS. #z I
PLAN CHECK VALIDATION PERMIT VALIDATION
Vt,4 J37/1
:
Vail Racquet Club Condo. P. O. Box 1088. 495 Aspen Lane, Vail, Colorado
8OW, of the 6th p.M. EagE"udl''itfi"u5'ioraOo
loT No.
3e 1/4 Section
MAI L AOORESS
3 same Same
PHONE
Same
ARCHITECT OR OESIGNER LIC ENSE NO.
LICENSE NO.
LENDEF MA II. AODRESS AFANCII6 United Bank of Denver, P. O. Box 5848, Denver, Colorado United Bank Center
use oF But Lo[{ G
8 ClassofworK: tsruEW trAODITION trALTERATION DBEPAIB EMOVE trREMOVE
9 Describe workt 24 one bedroom units
10 Change o{ use from
, '.7PERMITFEE 3,{/^,6 711 Valuation of wcrk: $ 210, OOO
SPECIAL CONDITIONS:
Slze of Bldg.
(Total) Sq. Ft.
Firo Sprlnkl€15
Required !ye5 !116APPLICATION ACCEPTEO AY:
No. of
Dwollln9 Unlts
OFFSTREET PARKING SPACES:
NOTICE
SEPARATE PERMITS ARE REOUIBEO FOR ELECTRICAL, PLUMB-
ING, HEATING, VENTILATING OR AIR CONOITIONING,
THIS PERMIT BECOMES NULL AND VOID IF WORK OB CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OB IF
CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.I HEREAY CERTIFY THAT I HAVE REAO AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT.ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
SIGNATUFE OF CONTRACTOR OR AUTHORIZEO ACENT
SOIL REPORT
OTHER (Speclfy)
WHEN PROPERLY VALIOATED IIN THIS SPACE} THIS IS YOUR PERM
Form LOO.1 9-69
Februery 14, 1973
l,lr. tllke Blalr
Eagle County Planner
Eagle, Colorado
SubJect: Proposed Subdlvlslon Val I Racquei C lub Condomln lum
Dear Ml ke:
Thls letter ls ln referencs to ihe Town of V6llre revler of fhs
proposed subdlvlslon known ss thc Voll Racquet Club Condomlnlum.
The followlng ls o llstlng of concerns sxpressed by our Town Englneer
regardlng thls subdl vl glon:
t.Has adequate provl3lon been nrade to prov€nt floodlng of severalbulldlng sltes along 6orc Creek? The Town Englneer feorg thatthe developer ls lntsndlng to burm the streorn bank to provent
such occurrences. We feel thls neans of f lood control ls tofal ly
unacceptab le b€eauso I t desfroys th6 va I uab le nofsra I vegetat I on
aOong the strcsm bank. The constructlon of such a burm would
lnduce oxcesslve sl ltatlon of the Etream.
The avalanche rsport suggests that unfts proposed on tho south-
eastern protlon of fhe property ore ln a hlgh hazard area. Wefeol that fhese units should not be premltted. Secondly, dueto the proxlmlty to tho avalanche path, sp€clal conslderatlon
should be glvan to bul ldlng deslgn in terms of abl llty to rlfh-
stand hlgh wlnd velocltlos. |ll9h wlnds, accordlng to the Englnoer,
typ I ca I ly ocolmpony 6n ava I onche.Parklng ls Inadequato for fhe proJect. The Town of Vall requlres9r x l9f stalls wlth a 25t al sle. Based upon these requlremenis
ne have madc thE followlng calculatlons: f54 unlfs at 1.25parklng spaces pcr unlt ls 417 spaces requlred. Only 576 are
provlded.
Unlts I and l5 hove only a l0t setback from f4eadow Drlve. Thls
creafeg a potenf I a I problem nlth nolse and dust.
The 50r setback from tho hlgh rafer llne has been deslgnatedas e utlllty eagement, whlch In our vlew ls unocceptoble.
Strssm setback should be reserved for recreatlonal us€e only.
Dlsturbance of the ground covor In thls area furthor adds to thc
sl ltaflon of thc stroam. Kent suggests that the sewor oosemont
correspond wlth fhe exlstlng Uppor Eagle Valley 8r' llne easemcnt
and tfiat serrer llnes be constructed 8?? srlnlmum unless they orefo rcmaln prlvafe servlc6 | Ines.
No provlslon has b6en made for sag€rionfs for power, water andgas. Deslgn for the flre protectlon system ls also Inadequate.
2.
3.
4.
6.
6.
Page 2
February 14, a973
Tho fol lorlng aro goneral observatlonspresgnt as a vlable alternatlve to theDevslopor!
I
of the projecf pr€psred toplans submltted by the
4.
t.A magglve amount of land ls covered by bulldlngs, roods, parklng
ond othor lmprovements. Enclosed ls a map showlng the degreoof coverage. lle feel thls sltuation ls ngt tolerab le and lsa great InJustlce to the luturo rssldents of fhe subdlvlslon.It ls the Town of Val lrs foellng that densliy should be concen-trated In clusters as thls allows for less land coverage andgreater op€n spoce for recreatlonal amenltles. tf the doveloperls permltted the requested denslty, we rocommend that tho bul ld-lngs be tcller to llmlt the amount of land coverage.
We rocommend thct the developer conslder parklng beneath bulldlngsto ellmlnofe the unslghtly expanse of asphalt. This, agaln,
wou I d perml t greater usab le op€n space . The park I ng arrongo-ment submltted ls Insufflclent In that:o. Cors must back onto a road wlth a heavy trafflc volume.b. The porklng conflguratlon wl ll s€verly restrlcf access by
f I re veh I c les to I nd lvl dua I bu I ld lngs.c. The parkld cors fornr a barrler betweon the residentlal bul ld-Ings and the recreotlonal amenltles.l{e have prepared a schematlc plan for the redeslgn of thls sub-dlvlslon to lllugtrote some of the concepts presented In theforegolng dlecuss5on. l{e hope lt wlll be usoful fo the EagleCounty Plannlng Commlsslon In assesslng the proposed subdlvlslon.The Torn plonnlng staff questlons fhe approprlateness of onebedroom llvlng unlts se the only houslng fype aEsoclated *lth theproJecf. Hlgtorlcally, Eoialler unlts have tended fo crealegreoter numbers of poople. Thls In turn compounds the problemsof provldlng adequate servlces and amsnltlas. l{e suggest thatthe houElng types lre mlxed rather than unlform. Our recontsfudles have shown that the dernand for employeo houslng haslntonslfled In recenf monfhs. Thls proJect could help alevlatethe employee houslng d€flclency. We have found that In orderto attrsct more gtable, marrled ernp6oyees, tho rnlnlmum slze ofa faml ly unlt should be not lesg than 900 square feot. Thoroare other edvontagos of mlxed houslng types whlch we cannof cov€rIn thls lotter.
The f6llowlng ars other ltems rhlch should be tcken Into conslderatlonIn assegs I ng thls subdlvlslon:
It has bscn recently brought to llght that tho Upper Eagle ValleySanltaflon Dlgtrlct and the Vall Water and Sonltatlon Dlstrlctaro reachlng o crlels slfuatlon In thelr lnabl I lty to provldo
adequote sewor treatmenf for future development tn the UpperEagle Val ley.
The Gore Valley Wster Dlstrlct polnts out In a letter of Decem-ber 15, 1972 that lt presently has enough water to servo 4Bone bedroom un I ts. They have tentatl ve p lans to I ncroase capac lty;hovever, oxpansion wlll not be cornpleted for another two y€Ers.
t.
l.
t.
1.
Eag te county ", unn"f
Page 3
February 14, 1973
,, Tho Toyn of Vsll ls partlclpatlng n an I ntens I ve
water rlghts and resources, es wcll as the ccpaclt
and future for water and ssrer facllltlcg. We fee
nventory of
os prosgntthaf the
outcome of these studles wl ll have a deflnltl lmpact upon tho
fuiure development In the Upper Eagle Val ley.
4, Thc Town of Val I has Initlated a Valley-wlde maltcppplannlng
program, whlch lg Intended to suggest posltlve solutlone to thc
growth problem. The plonnlng profram lg a necessory tool Inguldlng growth ond to lnprove thc quality of llfe, as well as
fo rcpalr fhe damage whlch exccelrlve dsvelopment hat brought to
thc Va I lcy.5, The reeldenfE to the Blg Horn area havc approcchod the Torn of
Val I wlth fhc lntcnf of annexetlon. l{e feel that anncxoilon
can be accompllshed rlthln four to Elx months.
6ln conclusl0n re feel that for the forcgolng reasons, thls subdlvlslonghould not be granted flnal opprovol unfl I furfher alternatlves hcve
been exp lored by the deve I op€r. Second ly, rc recomnend thot r | |
subdlvlclons In the Upp6r Eagle Valley be held ln abcyane€ unill
such tlme os the scxer problen lr resolved.
Slncerely,
TOT{N OF VA 1 L
James F. tamont
Adml n I gtrotl ve Ags I stantto the Clty Mancaer
dt
/
I$![SJi{&t{DLf{
Dato I
Sr' I
lfssl
Dflc$rbrr bht Ltt'll
t,lr$ts $suat,y Ii tanning r}l Erst tal$$
&{ lk tl . lldeen, itl F 1.9 r
ict
{.i'
Vsi.l rtsqrlst CluD $osdoqlnlusl$
Kirch - L:,ter lrvolgPncaL {;on*&nt
box 19371 Vr1l, Colorldo 816'57
plrsr lor tbo rbovr rqfrrrasod psoPrrtyltG hrvr rll€s€d thc Pssll&i4rrt
snd. Ilev* rh* fotlautng $ s*nt$t
FriE. bs
E€t t;€i&l e $ilunty 'lJ'gqset Sston*rs
$t{ !$ iice X ih lrcf *stmant
Vrll ;i*quet CLub
(1) The gt+llnlnnry yt,rna t'ndtcste tno foi'tttt a'horc vntlr *nd tssor
g.Blar ylll crsrr. i;os. pslalr rtiei1a br gropcrty derlgncd end
r{ib${rtrd to chu lssll e$i st8r,5 t'g33lrh o*gerts*nt t$f a&psov$l.
Ss{ $octio l$.olr $tete flrroblag soda'
(l) t;cnpttrr tralra* for tbr afll@tn$ peol, insloding {tltcrlnS'1 beatlaSl
and ditln{relrnn-tq;iP8cdt tbo;fd bo 8'rbsltt'od t{' th* locsl rod
$Bnts 0cPrrtBrnt of E$vlronq$nttl tlt|[tb"
(3) Pllmbrnu plnar for typleol bdglUg nry br fubllttl'd tor rr*ir*r
$$) C.la4lteSo ptrenol trnctudin6 ern'hslc con*lrustla{r rnd 6rrdt ltnnt
{or on-atBo elrer cell$sll(ra ltn$ E&outd bo isb*nl tlsd for rgrlsr.
(3) r*a r.€oi!firnd &lut th* dreiargc cgllsctloo ltrt*r br uprndcd to
1;gludr Go[1$g:lon s{d prlm{ry [8.Et8t}|t os rrirf*cl rrrrr.oftr(dtein,.
"fi r*o* burLd{$gcr
-pi"ir"g lcrrr nsll*gr 3rrscra rcd oibrr lqrrovod
a66o& ) Trcslsoof ror.rld gtt?oat roed grlor*1 alltr tflrbr trlt aod
orb*r drsrrrrncqlr -e"iui.tr.r poltuuntl trm cs&.rlnt ggr$ crtek.
Ihrrt pollusante csufi blvr r dtlttcsiotis cftect an thr rqurtlc
tiJc llr Oors 6rd.6h er:d epuld *fseet' th' **tt'tt&ry *nd chc*letl
q*ffty Ef tbt f.i"atn r*lcr *r"gply of tlrt t{rull o[ vallr
I
I
I
I
I
I
Tt
I,
\TAIT, RACQUEf
.Breakdotrn of Land Use
ITEIT1
Green Spaee
Roads and Parklng
Tennlg Courta
Condomlnlum BuJ. ldlngs
Club Bullding and Pool
Total Ground Area
Floor Area Ratio
CIJUD CO!IDO}iINIU}'Ii
Square Footaqe
2?9,54O eg. ft.
120, o00
72.OoO
49,536
6, 000
527.076 sg. ft.
Percentage of Total
53.?[
?3.
'L4.
9.
1g
100.%
2.
I98,L44 scr. ft. of llvlnq epace
527 rA76 sq. ft. of ground
..
For comparison, the exl'gtlng Town
. '"i Zonlng Ordinance has the followlng
, Area Ratio requlremente.
O.37 r I
of Vall
Floorl,;i.ri
Realdentlal . o.33r I
Multl-Famlly ... 0.75rI
tllgh Density Multi-FamllY lrl
fn oth€r words, t,he Floor Area Ratlo at the Vall
Racgueb Club Coadcutlnlums ie only sllghtly hlgher
than that allosed by the Townre residential
zoning category, and Ls Iess than haLf that
allowed by the Townrg srulti-faally zoning catlgory.
I
,
, 9'' l'c't
' , t-c3
, t-7 '/
, fhJ-
,{r(
zlfl...a-/ 2.
gd-zh---<.ltfi'4'--Utt,
/-Vt.t -
,/a
- /5
3f'
a
,rr*7i!,:r'U,tT r+a.-2r-oy t"J-tl /2 r' aft".tta y'-a
4) <--- / _(/
et
e8
z.-4 -
Ah t---ru--2s. - ,/o-
f*,.-1ta"7.,:7-- , Ja
.z.t<- a..--ty- -/ t -c---- c74i t
' c/y,,''--l /6a
. fc7
,{c1
, {/o
f,.tro')
f a.4---,
tt )(5-/
tttlo
rttej
g 6,<tc?
/(t x rc1
ti/,2(
rl /rz(
tt/?l
A/U-a.- -
6-f**
e a ?L^tzl// , a-. ta,^-
X qf{*act-ztfl,4/t,t
I
6
/o
7l
/7
/L
/'/
/l
I
/L
/?
I
I
8
/>
/7-
1?-
-/u&.2
tl X 2o
/ / '{ ta /
/7t ?7
/r t97
/Et rl
tt,t t"7
/6 t 9'
/r.r1/5-
/tx//')
/ t y 7r
/, r21
/t.i//r1
tEtlrc? Ic
I
-s
r'--Z-,7 - fd 2 4.+,ale-/ - .4.d ?.+-(:nt /r-*-,t 4-d.----./--
3 a s- 2*a arp 7-*,,*./..1 (tp:/ :;;;7rryr.'& ^ * "' )
/2,c4/ &atczJ" = c/?r4r7,?l/,
/;&. al-wc-r-*;, -U -44.*C-/ V* t ry/L*/ ? 2
y'l ;1 3( z-et - s
Qr/X "56 z-.v,
lt ^ / o t
t /l ta f,
/8 ^ 34
/t/ (t
/t/Tz-
/, t /o'/
/fi x to /
rf I ro 7
, q,f2v
q 6d7
rJ,t.z/4, 4
cs t36
./?, ,- 3C
lEl tzf
2v ,< rz4
1t I tts-
.t vt ?t
2 f, t rzs-
2q )( l'' C
1rl L2J-
?/x t-z 6
?a t ,.
Jt/ 2o5'
Je <./2b
4,. r ,-^
J7,/tz
,l:' ''i d.ge'l
I
r-'*',A-.-th
f
i
1ea + /ta
/lzo,,\.o
I ,t )-o
A,la-+l*..2
1lo r 1a9
tao x Ja
- ?9-, o " a
arra--, ,€yAt637 2 i4,@f L, t/'"ztt'-t-
%"*/^--;"?/*4
da..rt
4q, fa6
6t) lt -
6t, t srt
?frooa '
tt^8,/24"
,r '|: