HomeMy WebLinkAboutLODGES AT TIMBER CREEK CONDOS UNPLATTED UNITS 25-26 11-12 LEGAL€lrrttfirttlr ttf (Orrupttttrg
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THIS CERTI|ICATE ISSUED PURSU/tNT ro THE REQUIREMENTS OF THE UNJFORM BUJI-DlNG CODE
CERTJFY/NC THAT AT THE TlME OF JSSU/tNCE THIS STRUCTURE WAS JN COMPIJANCE WJTH THE
VAR/OUS ORDJNAl\/CE:S OF THE 'rOWN RECUf.ATING BUILDING CONSTRUCTJON, /tND OR USE, TO'rHl€ BF-S1' ()F OLIR KNO\V'I.EDGE.
N;Ill}t
[lsL (]lil,sit'ic-tltic)[1 DUPLEX Group R-3
Building I'crmir No. 6-688--- Typc Construction
-__VNOwncr of Building T CHARLES OBILBY/ S.B. C0LE CONSTRUCTION C0
Building Addrcss
The building of ficial may, in wrlting, suspgnd Dr rewke a Ccdificate
of Oceupancy bsued undet the prhbns o[ thts code whenovcr [he
ccltif Qte is issucd in 0ffor, u on the basis of inQlrect jnf ormalion
supplied, or when it is determincd Ihat the building or slnlcture or
portion thereof is in violation of any oldi@n or regulatbn of the
Town of Vail or any of the pmvisions of Ihis code.
POST IN A CONSPlCUOUS PLACE
, -,j,.b{t;[l
0E| t jJ94
,0Y. 00MM, DE/, 0Efl,
LETTER OF CREDIT FORMAT
Legal Descdption: Lot, Block_
Subdivision _________) Filing _
Address _.__________
Date of Expiration:
DEVELOPER lMPROVEMENT AGREEMENT
WHEREAS, the
'""''p-'!, as a.c.on'fon f aeerovato' try fIase ; Uoaes /Ir Tffff,hde€e<
plans, dated """""' 19-, wishes to enter into a Developer Improvement "
Agreement; and.
WHEREAS, the Developer is dbligated to provide security or collateral sufficient in the
judgment of the Town to make reasonable provisions for completion of certain improvements
set forth below; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of
this Agreement, including construction of the above-referenced improvements by means of the
following:
Developer aqfe99,t9,ffitablish a letter of credit with a Bank in Eagle County in a dollar
amount of $llz,WlE- (125% of tne total cost of the work shown below) to provide
security for the following:
lMPROVEMENT'
5dv.,.#ldlT-"/l"
NOW, THEREFORE, in considoration of the following mutual covenants and
agreements, the Developer and the Town agree as follows:
1. The Developer agrees, at its sole cost and expenses, to fumish all equipment
pnd mqteriq[p.qgessary to perform and complete all improvements, on or before
.JzQJ-J/-TJ__-___. The Developer shall complete, in a good workmanlike manner, all
impfovefnents as listed above, in accordance with all plans and specifications filed in the
office of the Community Development Department, the Town of Vail, and to do all work
incidental thereto according to and in compliance with the following:
a. Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
govemmental entities. AII said work shall be done under the inspection of, and
to the satisfaction of, the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as affected by special districts or servico districts,
as their respective interest may appear, and shall not be deemed complete until
approved and accepted as completed by the Town of VaiI Community
Development Department and Public Works Department.
2. To secure and guarantee performance of its obligations as set forth herein, the
Developer agrees to provide security and collateral as follows:
Page 1 of 3
with
Developer.
3. The Developer may at any time substitute the collateral originally set forth
above for another form of collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein and the performance of the teims of this
Agreement. Such acceptance by the Town of altemative collateral shall be at the Town's sole
discretion.
4. The Town shall not, nor shall aniottcer or employee thereof, be Iiable or
responsible for any accident, Ioss or damage happening or occurring to the work specified in
this Agreernent prior to the completion and acceptance of the same, nor shall the Town, nor
any officer or employqe thereof, be liable for any persons or property injured by reason of the
nature of said work, but all of said Iiabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any Iosses, claims, damages, or Iiabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
Iosses, claims, damages or Iiabilities (or actions in respect thereof) that arise out of or are
based upon any performance by the Developer hereunder; and the Developer shall reimburse
the Town for any and all Iegal or other expenses reasonably incurred by the Town in
connection with investigating or defending any such Ioss, claim, damage, liability or action.
This indemnity provision shall be in addition to any other Iiability which the Developer may
have.
5. It is mutually agreed that the Developer may apply to the Town and the Town
shall authorize for partial release of the collateral deposited with the Town for each category
of improvement at such time as such improvements are constructed in compliance with all
plans and specifications as referenced hereunder and accepted by the Town. Under no
condition will the amount of the collateral that is being held be reduced below the amount
necessary to complete such improvements.
6. If the Town determines, at its sole discretion, that any of the improvements
contemplated hereunder are not constructed in compliance with the plans and speeifications
set forth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but
shall not be required to, redeem the Ietter of credit as necessary to complete the unfinished
improvements. The Bank shall release such funds upon written request from the Town stating
that the improvements have not been completed as required by this agreement. The Bank
shall not require the concurrence of the developer prior to release of the funds to the Town
nor shall the Bank be required to verify independently that such improvements have not been
completed as required by this agreement, but shall release such funds solely upon the Town's
written request. '
If the costs of completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent per annum, shall be a Iien against the property and
may be eollected by dvil suit or may be certified to the treasurer of Eagle County to be
collected in the same manner as delinquent ad valorem taxes Ievied against such property. If
the permit holder fails or refuses to complete the cleanup and Iandscaping, as defined in this
chapter, such failure or refusal shall be considered a violation of the Zoning Code.
7. The Developer warrants all work and material for a period of one year after
acceptanoe of all work referred to in this Agreement by the Town if such work is Iooatod on
Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250.
8, The parties hereto mutually agree that this Agreement may be amended from
time to time, provided that such amendments be in writing and executed by all parties hereto.
Dated the day and year first above written.
Page 2 of 3
STATE OF COLORADO
COUNTY OF EAGLE
;) The foregoing Developer Improvement Agrpement was acknowledged before rne this g&;(;dy ofaZeyy),gy____, 198/by r! O|gttloc Ocxilhtt
Witness my hand and official seal.
My commission expires:
STATE OF COLORADO
OOUNTY OF EAGLE
1 *lb, 'h:;fi'l'*F]/;;::Jre!'"^"' Agreement was acknowledged bofore me this Q# day of [onqtqt,Ltt_.
Witness my hand and official seal.
My commission expires: J], 99
STATE OF COLORADO
COUNTY OF EAGLE
The foregoing Developer Improvement Agreement was aoknowledged before me this __ day of
Witness my hand and official seal.
My commission expires:
BANK
1 9_ by
Updald 9/2&94
Notary Public
Pago3of3
|
T0WN 0F VAIL
FILE C0PY
75 South Frontage Road
Vail, Colorado 81657
303-4 79- 2 l 38 / 4 79-2 ] 3 9
FAX 303-479-2452
November 17, 1994
.cP,f!i!iJ!i!i,., several of your proposed site f,F:f!,i ,,,c,Pf:!i,,.,,,. The
Mr. Chuck Ogilby
2938 South Frontage Road West
Vail, CO 81657
/.
Town Engineer feels that the existing culvert pipe near the entrance to your pro"perty needs to
be lowered. The Town Engineer will work with you to provide an inlet on the upstrdam side of
this culvert and to Iower this culvert. Contact Terri Martinez to discuss this issue further.
Also, you requested to run water discharging from this culvert across the top of the road and
down to the creek via a swale. The Town Engineer feels that this would present an unsafe
situation and that a culvert pipe should be placed under the road. The swale on the north
side of the road is fine.
In preparation for a Temporary Certificate of Occupancy (TCO) on Units 1 1 and 12 and G and
H, the following issues need to be resolved:
Grade and gravel the cul-de-sac and pave or bond the paving for the road and
the driveways serving these units.
The Iandscaping for these units, as well as the spruces at the entryway and
along the creek, and the Iandscaping around the guest parking Iot wiil need to
be bonded. A cost estimate for these items must be developed and submitted
along with a developer improvement agreement. A developer improvement
agreement can be obtained from my office and I will help you complete this
form.
The fireplugs and sanitary sewer must be installed and accepted by Upper
Eagle Valley.
A condominium plat and a common area maintenance agreement should be
submitted. The utility easement, access easement and drainage easement
should all be shown on the condominium plat.
:)
Mr. Ogilby
November 17, 1994
Page Two
In order to process your building permit for Units 13 and 14, I need two clean copies ot the
structural and detail drawings with signed (original) engineer's seal. The plans you provided
were simply copies of the plans submitted for Units 11 and 12. They have our approval
stamps and notes and cannot be used for Units 13 gpd 14. It is my understanding that the
overall site plan for the project is still accurate and^pflsite work will conform to its
representations. If this is not the case, two copies of an amended site plan must be submitted
with all changes clearly noted.
4i,,,, get together with the Town Enginier to resolve the drainage related issues expressed
in Paragraph 1 above. Contact me for re|solution of the iterns to be completed prior to TCO
ffi[ii)iiii""'i ,
fi
N'
rownPlanner b*":./f;jl!
[:':,-, "'Jl
':;f 9%,,t
' 7" <
TOWN OF VAIL
#'
Category Number
Project Name:
Building Name:
Project Description:
///dDate /' ?-1//
Owner, Address and Phone:
p'
Architect/Contaot, Address and Phone:
Legal Description: Lot
-
Block- Subdivision
Project Street Address:
Comments:
Zone District Ij: dJ
Board / Staff Action
Motion by:Vote:
Seconded by:
[ Approval
[) Disapproval
,/-
f; StaffApproval
Conditions:
Town Planner
Date: - 1- t/ DRsFeePre-paid
0=\Design*eview Action Form
T0WN OF VAIL
CategoryNurnber
Project Name:
/1' Date /D/biq4
Building Name:
Project Description:
Owner, Address and Phone:
Architept/Contact, A]]dress and Phone:
\.,
iiJ"" l""
0""
\J-/D j d',- d/h:Yl _________/
Legal Description: Lot _____ Block___ Subdivision Zone District /J));[_
Project Street Address: Jdaj k,. ,,., z.,
' ,, l:, ',. ,, J.,.zz,<.,-/.
Comments:
/ Staff Aotion
Motion by:
Seconded by:
|] Approval
;; Disapproval
;{ statt Approval
Town Planner
Date: ;),/nyn' DRsFeePre-paid
I ravlsod 7/14/94
DESIGN REVIEW
DATE 0F DRB MEETING :
******i***
IE\, ?EPI,
I.
A.
**********
B.TYPE OF REVIEW:
New ConstructtonAddition (t50.00)
ADDRESS :
LEGAL DESCRIPTION:
Subdivision
If property is described bydescription, please provideto this application.
c$200,00) 2C-Minor Alteration
.Conceptual Review
I
Block
($20. 00)
($0)
c.
D.
a meets and bounds
on a separate sheet
1eg|1
and attach
E.
F.
ZONING :
NAMEOF
NAME OF
Mailing
APPLICANT:
ddress:
APPLICANT' S
Address:
ca lt -6
U.REPRESENTATIVE :
Phone
H.NAME OF OWNER (S) :
Mailing Address :
APPIlICATIONS WILIl NOT BE PROCESSED WITHOUT OWNER'S SIGNA'l'URE
r. Condominium Approval if applicable..
J.DRB FEE: DRB fees, as shown above, are to be paid at thetime of submittal of the DRB application. t,ater,t,JJne ol suomttcat ot tne DRB appntcatton. t,ater, whenapplying for a building permit, please identify the accuratevaluation of the proposal. tthe 'rown of Vai1 will adjust thevd[uaclon ot tne proposat. Ttte 'rown of Vail will adjust thfee according to the table below, to ensure the cor(ect feeis paid.
..
p/b/qo1
FEE SCHEDULE :
VALUATION
$ o $ 10,000
$ 10,001 - $ 50,000
$ 50,001 - $ 150,000
$150,001 - $ 500,000
$500,001 - $1,000,000$ over $1,000,000
DESIGN REVIBW BOARD APPROVAL EXPIRES
APPROVAIl UNLBSS A BUI[,DING PERMIT ISIS STARTED.
FEE
Iy z,v.uu
$ 50. 00
$100. 00
$200. 00
$400.00
$500. 00
oNs YsAR AFTER I FINAL
rssunn ata> coNfrRucrIoN
&l
CONSTRUCTION PERMIT
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE fit' ; i t 4 : :
DATE MAY 4. 1994
PERMIT NO. B888
department of community dovelopment
TO BE FILLED OUT COMPLETELY PRlOR TO ISSUANCEOF PERMIT
TYPE OF PERMIT
-sUILDING EJ PLUMsING
ELEcTRlcAL EJ FoUNDATloN
MEcH AN IcAL EJ
lm
[i
TJ
EI
l.TYPEOFCONSTRUCTlON I II IlI IV V
Z.OCCUPANCYGROUP A B E H I R M
DlVlSlON l 2 2a 3 4
GENERAL DESCRIPTlON OF WORK :2 NEU RESIDENCES. L0G UNITS.
TYPE GROUP G.n.F.A. VALUATION PERMITFEES
505 SF +
$
\N
Q\
\
505 SF
JOBNAME:5911 SP
MAILADDREssZQ3J S FilCiiJTAGii nn
ALTERATION( ) ADDITlONAL{ ) REPAIR( )
2 AocoMMoDATIoN UNITS _---_
ADDlTIONAL PERMITS NEEDED:
Y
ARCHlTECT FIRM PEEL/LANcENbJALTER
MAlLADDRESS 9BR8 APnSA nP
GENERAL
CONTRACTOR
FIRM SH C0LE CONST. C0
TOWN OF VAIL REG. No. 189-A
476-3070
TOTAL PERMIT FEES
FELDMANN 5-3-94
S[OUDER- - -5-J3-9L -
SBB ATTACEED CONDITIONS OF APPROVAL.
NTRACTOR TOWN OF VAIL REG. NO.-
PLUMBING
CONTRACTOR
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and ptot plan, to comply with all Town ordinances and state
Iaws, and to build this structure according to the Town's pqning q,nd st;fifivisiffi qodes, design
review approved, Uniform Building Code and other ordipat/qGs ot /$ Ty;(vn qlp;l;)f#fe thereto.
CLEAN UP DEPOSIT T0:
SlGNATURE OF OWNER
MECHAN
TOWN OF VAlL REG. Np.
TOWN OF VAIL nEG. NO..
TELE.
*INSPECTION REQUEST
TOWN OF VAIL
PERMIT NUMBER OF PROJECT 479-2138
DATE JOB NAME
MON.JUES )/VEDREADY FOR
LOCATION:
INSPECTION:THUR
;P' ZJ
CALLEn
BUILDING:
El FOOTINGS / STEEL
PLUMBING:
EI UNDERGROUND
a ROUGH / D.W.V.Ej FOUNDATION / STEEL
FRAMING
FlOOF & SHEER
PLYWOOD NAILING
lNSULATION
SHEETROCK
POOL / H. TUB
FINAL FINAL
ELECTRICAL:
a TEMP. POWER
MECHANICAL:
Cl HEATING
m ROUGH [] EXHAUST HOODS
El CONDUIT D SUPPLY AIR
El FINAL CJ FINAL
0 APPROVED
CORRECTlONS:
EI DISAPPROVED EI REINSPECTION REQUIRED
/,rDATEINSPECTOR
PEFIMITN ER
/' /'.
=INSPECTION REQUEST
,.''".),-:[,J^" J;...;ij:
"i j];:{,
J'')
DATE _'
READY FOP
LOCATION:
JOB NAME
MON
CALLER
TUES WED THUR afnt _'t-.-,.,,;-.=b'-"-AM PM
/ f
[9 APPROVED
/' 'i
CORRECTlONS:
0 DlSAPPROVEDalp 0 REINSPECTION REQUIRED
BUILDING:
0 FOOTINGS / STEEL
PLUMBING:
a FOUNDATION / STEEL : ::::::;J' 1;b1-
m FRAMING C] nOUGH / WATER
- ROOF & SHEEPLJ PLYWooD NAILING D GAS PIPING
D lNSULATlON 0 POOL / H, TUB
El SHEETROCK NAIL
EI FINAL
ELECTRICAL:
m TEMP. POWEH
MECHANICAL:
E HEATING
El EXHAUST HOODS
Cl SUPPLY AIR
,ah.l
DATE INSPECTOR
CTION REQUEST
TOWN OF VAIL
PEnMI
DATE
MBER OF PROJECT
JOB NAME
CALLER
READY FOR INSPECTION:MON TUES WED THUR FRI
LOCATlON:
TNU
.f,!-$:
AM PM
r
L-
CORRECTlONS:
BUILDING:
m FOOTlNGS / STEEL
PLUMBING:
E] UNDEBGROUND
m ROUGH / D.W.V.
El ROUGH / WATER
E FOUNDATION / STEEL
0 FRAMING
- ROOF & SHEERLl PLYWoOD NAILING )rGAS PIPING '/c
E] INSULATION El POOL / H. TUB
D SHEETROCK NAIL D
EIm
EI FINAL E] FINAL
ELECTRICAL:
rJ TEMP. POWER
MECHANICAL:
O HEATING
EI ROUGH E] EXHAUST HOODS
C] CONDUIT E] SUPPLY AIR
EI []
El FINAL [] FINAL
r;-.,e-
APPRoVED CJ DlSAPPROVED EI [lElNSPECTION REQUIRED
INSPECTOR
PERMIT NUMBER OF PROJECT
DATE : ; _:,fi t ':.
JOB NAME
lNSPECTION:MON
CALLER
TUES WED THUR FRI PMAMREADY FOR
LOCATION:
BUILDING:
CJ FOOTINGS / STEEL EI UNDERGROUND ______
El FOUNDATION / STEEL m ROUGH / D.W.V. '
El FRAMING EJ FIOUGH / WATER
,-. ROOF & SHEERLJ PLYWOOD NAILING D GAS PIPING
EI INSULATION E] POOL / H. TUB
r3 SHEETROCK NAIL
L] FINAL CJ FINAL
ELECTRICAL:
m TEMP. POWER
MECHANICAL:
n HEATING
ROUGH rJ EXHAUST HOODS
CONDUIT D SUPPLY AIR
E] DISAPPROVEp a REINSPECTlON REOUlRED
- j- j : i ir
DATE INSPECTOFI
INSf!CTION REQUEST
TOWN OF VAIL
479-2138
DATE
,,/
'];' 'ii JOB NAME
READY FOR INSPECTION: MON T_UES WE-D' THUR FR1,
-,-/9
PM
LOCATION: 2/",? ''-,,'./;/..,,,/,ro/ / / ty '
PERMITN OF PROJECT
CALLER
BUILDING:
C1 FOOTlNGS / STEEL
PLUMBING:
E] UNDERGROUND
m FOUNDATION / STEEL E] ROUGH / D.W.V.
EJ HOUGH / WATEREI FRAMING
- ROOF & SHEERt_l PLYWooD NAILING 0 GAS PIPING
EI INSULATION Cj POOL / H. TUB
m SHEETROCK NAIL
I] FINAL
D HEATING
E EXHAUST HOODS
E1 CONDUlT El SUPPLY AIR
EI FINAL
EI APPROVED
CORRECTlONS:
CJ DISAPPROVED n REINSPECTION REOUIRED
DATE INSPECTOR
*
INSPECTION REQUEST
TOWN OF VAIL.' ; f' a (
PERMIT NUMBEB OF PROJECT
DATE
READY FOR
LOCATION:
JOB NAME
BUILDING:
EI FOOTlNGS / STEEL
PLUMBING:
0 UNDERGROUND
m ROUGH / D.W.V.
EI ROUGH / WATER
D FOUNDATION / STEEL
0 FRAMING
- ROOF & SHEERt_I PLYWoOD NAILING [] GAS PIPING
0 INSULATION
EI SHEETROCK
EI POOL / H. TUB
Ej
FINAL FINAL
ELECTRICAL:
D TEMP. POWER EI HEATING
n ROUGH El EXHAUST HOODS
m CONDUIT Ej SUPPLY AIR
E) FINAL
IAPPROVED El. DISAPPROVED Cl REINSPECTION REQUIRED
CORRECTlONS:
INSPECTOF1 ,r.:n1-.-I
=
oINSPECTION REQUEST
TOWN OF VAIL
PERMIT NUMB OFPROJECT - 419,2138,)
, /J /i/ll--{/'€1 L-() [/DATE JOB NAME
CALLER
MON TUES
,.,a-"'-'----
THUR FnIWEDREADY FOR
LOCATION:
lNSPECTlOj\l:
'),th€,:,a
BUILDING:
E] FOOTINGS / STEEL
PLUMBING:
,}CUNDERGROUND[] ROUGH / D.W.V.
E] ROUGH / WATER
0 FOUNDATION / STEEL
m FnAMING
- ROOF & SHEERI_I PLYWoOD NAILING
EI INSULATION D POOL / H. TUB
EI SHEETROCK NAIL
EI FINAL
EI HEATING
EI EXHAUST HOODS
CONDUIT EI SUPPLY AIR
FINAL
EI DISAPPROVED 0 RElNSPECTION REQUIRED
CORRECTlONS:
INSPECTOR
o
INSPE CTION REQUEST
TOWN OF VAIL
479-2138
t AM
PERMIT NUMBER OF PROJECT
DATE /r ii'r
"_'''
JOB NAME -
. : CALLER
I
TUES WED THURREADY FOR lNSPECTION:
LOCATION:
BUILDING:PLUMBING:
E UNDERGROUND
E] ROUGH / D.W.V.
E] nOUGH / WATER
El FOOTINGS / STEEL
rJ FOUNDATI
El FRAMING
ON/STEEL
[J GAS PIPING
El POOL / H. TUB
EI
m
El FINAL E1 FINAL
ELECTRICAL:
[J TEMP. POWER
MECHANICAL:
Cl HEATING
EI ROUGH m EXHAUST HOODS
Cl CONDUIT :m SUPPLY AIn
I]EI
EI FINAL CI FINAL
APPROVED DISAPPROVED a HEINSPECTlON REQUIRED
CORRECTlONS:
a'
DATE INSPECTOR
=
oINSPECTION REQUEST
TOWN OF VAIL
PEFIMITNUMBEH PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
BUILDING:
Cl FOOTINGS / STEEL
PLUMBING:
E UNDERGROUND
CJ ROUGH / D.W.V.
El ROUGH / WATEFI
[] FOUNDATION / STEEL
dlFRAMING
m 19.9f3fffE?..._n GAS PIPINGPLYWOOD NAILING
El lNSULATlON E POOL / H. TUB
C1 SHEETROCK NAIL EI
-El E
[] FINAL D FINAL
ELECTRICAL:
EJ TEMP. POWER
MECHANICAL:
D HEATING
Ej ROUGH I] EXHAUST HOODS
El CONDUIT D SUPPLY AIR
Cl EI
C] FINAL El FINAL
0 APPROVED
CORRECTIONS:
m DISAPPROVED D,PEINSPEcTloN REQUIRED
DATE INSPECTOR
. /hc'ffg
DATE i,,}/ JOBNAME
INS!ECTION REQUEST
TOWN OF VAIL
(= !!j PMREADY FOR
LOCATION:
INSPECTION:
CALLER
MON TUES WED THUR
/'
BUILDING:
0 FOOTINGS / STEEL
PLUMBING:
E] FOUNDATION / STEEL
El UNDERGROUND
El ROUGH / D.W.V.
C] ROUGH / WATEPEJ FRAMING
- POOF & SHEERLJ PLYWooD NAILING D GAS PIPING
CJ INSULATION Cl POOL / H. TUB
[J SHEETROCK NAIL
El
CI FINAL n FINAL
ELECTRICAL;/
-""
X] TEMP. POWEH
MECHANICAL:
C] HEATING
C] ROUGH a EXHAUST HOODS
Cl CONDUIT m SUPPLY AIR
c]D
EI FINAL El FINAL
APPRoVED (!J/D DISAPPROVED CI REINSPECTION REQUIRED
CORnECTlONS:
INSPECTOFI
0 *
INSPECTION REQUEST
TOWN OF VAIL
479-2138
/1'(, f , tj;
PERMIT NUMBER OF PROJECT
DATE
READY FOB
LOCATlON:
JOB NAME
BUILDING:
El FOOTINGS / STEEL
[] FOUNDATION / STEEL
PLUMBING:
E] UNDERGROUND
m ROUGH / D.W.V.
0 ROUGH / WATER0 FRAMING
- FlOOF & SHEERLJ PLYWoOD NAILING
-
m GAS PIPING
EI INSULATION
-_____
n POOL / H, TUB
n sHEETRocK MAIL
-
Cj
-
," '- i.t(t "!t:.'y' ragc.Ic. a.r;';<<J m _
EI FINAL [] FINAL ___
ELECTRICAL: MECHANICAL:
E] TEMP. POWER
-______
C] HEATING __
EI ROUGH a EXHAUST HOODS
E] CONDUlT El SUPPLY AIR
-0 E]
-
D SHEETROCK MAIL
-
m,..-.f-::; e; c t tl
EI FINAL El FINAL
FINAL D FINAL
f4APPRoVED
CORRECTlONS:
El DlSAPPROVED El RElNSPECTION REQUIRED
,fi:
ffi-Yf!t;"..,/i,tJ,t t, r-Pr- -_,rT( dC-
-,,, / :. -- !:J,:j:ij--
INSPECTORDATE __
INJrECTION REQUEST
TOWN OF VAIL
PERMIT NUMBFg OF PBOJECT//!;T/\.fi//479-2138
.,t, , ltt x._ [i
6o
;e/-i
:
DAT E '
READY FOR
LOCATION:
CALLER - Yl/) - ik
lNSPECTIQ,N;TUESc WEQ
,fi dJgt/;
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/
FFII /?
BUILDING:PLUMBING:
El UNDERGROUND
Cl ROUGH / D.W.V.
[] ROUGH / WATER
m FOOTINGS / ST
J
JhfOUNDATION / [
El FRAMING
- ROOF & SHEEPLJ PLYWoOD NAILING EI GAS PIPING
0 INSULATION
0 SHEETROCK
POOL / H. TUB
Cl FINAL FINAL
ELECTRICAL:
0 TEMP. POWER
MECHANICAL:
El HEATING
m EXHAUST HOODS
CONDUIT EI SUPPLY AIH
D FINAL
E] DISAPPROVED EJ REINSPECTION REQUIRED
CORRECTlONS:
lNSPECTOR
,,[,,,j
DATE /J//,,;.3 JoBNAME-
d/ij IN CTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTlON:
/
/ J
/- "\
L:1j/',- TUES WED THUR
)jl
CALLER
PROVED
CORRECTlONS:
El DISAPPROVED
ltt:B!BgiJ i_.i n PLUMBING:
ffi-OTINGs/sTEEL J10zLL(fi-JPa mUNDERGRoUND
D
El
E
Cl
D
0
m
FOUNDATION / STEEL m ROUGH / D.W.V.
El ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING EI GAS PIPING
INSULATION
SHEETROCK
EI POOL / H. TUB
FINAL FINAL
MECHANICAL:
0 HEATING
El ROUGH El EXHAUST HOODS
EI CONDUIT EI SUPPLY AIR
El FINAL
-
0 REINSPECTlON FIEOUIRED
,1;4' i'i;INSIECTION REQUEST
TOWN OF VAIL
PERMITNUMBER OFPROJECT 479-2138
DATE i -JJ '
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR PMAMREADY FOR
LOCATION:,; i'jd' xl, i
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
D UNDERGnOUND
a ROUGH / D.W.V.
El ROUGH / WATER
D FOUNDATION / STEEL
E] FRAMING
- ROOF & SHEERt_J PLYWOoD NAILING EI GAS PIPING
EI INSULATION D POOL / H. TUB
D SHEETROCK NAIL m
EI
E1 FINAL [] FINAL
ELECTRICAL:MECHANICAL:
TEMP. POWER Cl HEATING
[] ROUGH D EXHAUST HOODS
El CONDUIT a
a
SUPPLY AIR
E]
EI FINAL El FINAL
/'O'APPROVED
\
CORRECTlONS:
m DISAPPROVED D REINSPECTlON REOUlRED
DATE J' r INSPECTOR
;t r/'t
=INSPECTION REQUEST
TOWN OF VAIL
479-2138
CALLEs ,,,' ",.r(, '/l., t:.
;ue' (iJilii) '"" FRI
(;'l[!f
PERMIT NUMBE? OF PROJECT
DATE
READY FOR
LOCATlON:
INSPECTlON:MON
JOB NAME
AM PM
4 fJr:fZtndt.
BUILDING:
E] FOOTINGS / STEEL
PLUMBING:
CI UNDERGROUND
a ROUGH / D.W.V.n FOUNDATION / STEEL
[] FRAMING D ROUGH / WATER
- ROOF & SHEERLJ PLYWooD NAILING EJ GAS PIPING
El INSULATION
EI SHEETROCK
Ej POOL / H. TUB
MECHANICAL:
D TEMP. POWER a HEATING
El EXHAUST HOODS
El CONDUIT E] SUPPLY AIR
,fid4ldPfiovED
CORRECTIONS:
m DlSAPPROVED a REINSPECTION REQUIRED
dL-, /-/rrt ffi;;\
DATE INSPECTOR
*
INSPECTION REQUEST
TOWN OF VAIL
479-2138PERMIT NUMBER OF PROJECT
DATE . JOB NAME
READY FOR
LOCATION:
INSPECTION:
CALLER
TUESMON
/"""AM PM
BUILDING:
0 FOOTINGS / STEEL -
Ej FOUNDATION / STEEL
EI FRAMING
-
- ROOF & SHEEPI_l PLYWoOD NAILING -
D INSULATION
-
[] SHEETROCK NAIL
-C1 ; :l.
# FINAL -z--"
n=&.bf.=.i..Illlll\_,=Il______.ir._..._=.Ol,=_i.
ELECTRICAL;
E] TEMP. POWER
-
PLUMBING:
0 UNDERGROUND
E) ROUGH / D.W.V.
El ROUGH / WATER
a GAS PIPING
m POOL / H. TUB
E
E] FINAL
MECHANICAL:
a HEATING
EI ROUGH 0 EXHAUST HOODS
El CONDUlT rJ SUPPLY AIR
EI E]
CI FINAL El FINAL
E] DISAPPFlOVED El REINSPECTION REQUIRED
obRHEcTloNs:
'. :;' '..i,, ' ";I...'.ri .,F',t:ft (,,'j, '' ''....;,f;-
?i:a,jDATEINSPECTOR
o
INSPE CTION REQUEST
TOWN OF VAIL
479-2138
NAME
,'/d
READY FOR INSPECTION:
LOCATION:
THUR FRI
v' ) t C
BUILDING:
El FOOTINGS / STEEL
PLUMBING:
EI FOUNDATlON / STEEL
E] UNDERGROUND
EI ROUGH / D.W.V.
El ROUGH / WATEna FRAMING
,, ROOF & SHEERI I PLYWOOD NAILING a GAS PIPING
Ej INSULATION D POOL / H. TUB
El SHEETROCK NAIL n
El
El FINAL EI FINAL
MECHANICAL:
EI HEATING
D ROUGH Cl EXHAUST HOODS
El CONDUIT EI SUPPLY AIR
rJ 0
|d FINAL E] FINAL
APPRoVED -:"J EI DISAPPHOVED El REINSPECTION REOUIRED
CORRECTlONS:
DATE INSPECTOR
ffifi " ( ;["h,
PERMIT NUMBER OF PROJECT
*
INSPECTION REQUEST
TOWN OF VAIL
479-2138
i
\..j
LOCATION: :"" '_.\,';);t,',k ,,,c, l<Cl
DATE JOB NAME
CALLER
READY FOR INSPECTION:MON t TUES;
"'q\lffi -..,,"
["TUEs; WED THUR FRI""""n PM
BUILDING:
m FOOTINGS / STEEL
PLUMBING:
0 UNDERGROUND
EI ROUGH / D.W.V.
EI ROUGH / WATER
E] FOUNDATION / STEEL
Ej FRAMING
- ROOF & SHEERLJ PLYWooD NAILING D GAS PIPING
D INSULATION D POOL / H. TUB
D SHEETROCK NAIL El
El
EIm FINAL FINAL
ELECTRICAL:
EJ TEMP. POWER
MECHANICAL:
[J HEATING
El ROUGH a EXHAUST HOODS
EI CONDUIT E] SUPPLY AIR
CI
Cl FINAL
-/., L ,," ' z,DAT E -INSPECTOR
1 fi
INsPEcTIoN REQUEsT j
TOWN OF VAIL
479-2138{,2{
/ / fg
PERMIT NUMBER OF PnOJECT
JOB NAME
l+ a ;
z/{ JDATE
FIEADY FOFI
LOCATION:
INSPECTION:
BUILDING:
El FOOTINGS / STEEL
PLUIIflBING:
m UNDERGROUND
m FOUNDATION / STEEL []
0
CJ
r]
t]
E]
L]
ROUGH / D.W.V.
0 FFIAMING ROUGH/WATER
- nOOF & SHEERLJ PLYwooD NAILING GAS PIPING
EI INSULATlON POOL / H. TUB
C1
CI
SHEETROCK NAIL
/-'€rFINAL 0/0 FINAL
ELECTRICAL:
n -rEMP- POWER
l,}lECHANICAL:
C]'HEATING
Cl ROUGH C] EXHAUST HOODS
r] CONDUIT CI SUPPLY AIR
[] EINAL El FINAL
'lybPF\o\lED
Ej DISAPPROVED E] FtEINSPECTlON REQU[nED
CORnECTlONS:
TIMBER PRODUCTS INSPECTION Inc.
Timber Products Inspection, Incorporated, certifies that as of the date of shipment tndicated below that
is a current subscriber ro TP's LOG GRADE-MARKlNG PROGRAM, and as an Approved Facility in
good standing, is licensed to apply the TP grade-mark to structural logs in accordance with contractual
quality control procedures and the '7'"P f) 6 d spedfications, which have been formulated
using The Standard ASTM 3957-8O, "Establishing Stress Grades for Structural Members Used in Log
Buildings". The grading performance of the above plant is routinely monitored by TP representatives.
Plant Order # / Z Shipment Date
Unit Model # or Name
suyer 3>L,- c:a, Jl+l? e_ uu,',t,. t?J. /-?n€+, u//l 9Rzce:
ShipTo \/a;/, c,l,...J,
Size & grade
on this order
e / JyU.,; /?e
PlantRepresentative: /<ih/:/
"
z,f,;,-)-(Signature)
Orig.: BUYER Canary: MANUFACTURER PiOk: TIMBEn PRODUCTS lNSP.
TIMBER PRODUCTS INSPECTION Inc.o
Timber Products Inspection, Incorporated, certifies that as of the date of shipment indicated below that
Fro./J,,, /g '/.,,,,,
/fl o.1t,a. r_a
is a current subscriber to TP's LOG GRADE-MARKING PROGRAM, and as an Approved Facility in
good standing, is licensed to apply the TP grade-mark to structural logs in accordance with contractual
quality control procedures and the 7P yo €6 specifications, which have been formulated
using The Standard ASTM 3957-80, "Establishing Stress Grades for Structural Members Used in Log
Buildings". The grading performance of the above plant is routinely monitored by TP representatives.
Unit Model # or Name
suyer 3+.. (h, 41ln fuz]*t,, A./, L-(& u//) 9szan
Size & grade
on this order
Grader's Name:
Plant Representative:
Orig.: BUYER Canary: MANUFACTURER Pink: TIMBER PRODUCTS INSP.
o De*,,R,.i,,,A.ti,t'-F,,D
TOWN OF VAIL
categoryNumber'f'd -A/€lJ },p/ev,g Date //lzhL,/
Po)ectName: LjlJ)f(,[h} -;z'lrut+e-r-Ureek -fh,u;e J _
Building Name:
Project Description:
Owner, Address and Phone:
(lr-e[tgd/contact, Adtess and Phone:
Legal Description: Lot
Motion by:
Seconded by:
)fApproval
;; Disapproval
] StaffApproval
Board / Staff Aotlon fira a,ffY,,-/a, ?/7 /q f/)
Vote: f- O
{iv crM " )d1'
Conditions:
a,uf a>rcu;d rutr
k ddc rA(c/bd
utri#( /'fit;St f,,/,,
oMESA STRUCTURAL DESIGN
n.o. Box 1287 - 33o South )th Street
Montrose, Colorado 81402
303-249-7771 FAX 303-249-2223
April 12, 1994 }66[ [ [
Mr. Chuck FeldmanVail Building Department
75 S. FrontageVail, CO 81657
Re: Lodges at Timber Creek
Soil Bearing Capacity - 2,000 psf to be verified at excavation
Live Loads - Roof 80 psf
Deck 100 psf
Floor 40 psf
Structural Members - #1 Pine
Roof Cricket Connectors - HU 210
MESA STRUC'I'URAL DESIGN
xc : Frontier Log Homes
'1J][ 'AJ0 I{[ljO] A01
Town t:i \:j
FFIOt
8JY
Thedc?trrb V. Hermanns
Colorado P.E. #572O
f.[:;''t'qf1
H; 51}'..if
q;{Hij-tt$j
Town o+ Vai1 Buildino Department
Vat :, Co1 oradq
Apri1, 25, 167{74.
Dear Sirs t
Stan Cole and I as owners and the dev€?iopers of The.
Lodses at Timber Creek understand that nrior to our fina.1
eentifieate of oceupaney we wi11 need to have our oroJeet im
ii1, -:ondomtnium +ormat 't,s ODDosed to its preeent tc}wnhoLtsjH
confiw-tration. The numoose for this chanee is to eon+orm te;
the U.B.C. reouiremant +oe aetttack bett,aaen th*.units. hfith
t:Ur aCJmffitln roof between the units that bears on both unitn
it is a reen.tirement that both units are owned as
eunde:miniumd,.
hle.agree to make this chant;e in OLtP documents.
r,[ffi
Apollo Park at Vail o Tlmber Creek Lodges
!?:-:?fifJ:,(i4l3eneral F'artner
The Lodr;es at Timber
(?reek
5|4,
Shrine Mountain Inn o HeII Roaring Ranch Company and Crystal River Inn
9938 South Frontage Road o Vail, Colorado 81657 o (303) 476-3070
I
.q 1
rouload l0'lZ/m
(,lu' /,n--c
f,. v-/ y /c\- I /,t:,
,,J;-a
@ "'-: "
Date Received by the Community Development
Department
APPLICATION FOR
CONDOMINIUM/TO WNHOUSE PLAT REVIEW
(Ohapter 17.22 VaiI Municipal Oode)
(please print or type)
l'
APPLICANT u()DQ€S /lr 'fy.,,g(y (,qeerq [
MAILING ADD,,,, 2738 . por) 77q6e RJ, rt/,
PHONE 'fit, - 3ozo 39C - /{O"f
APPLICANT'S REPRESENTATIVE (lf Ucl{ O(rlLJBy
ADDREss fvm,e /l<, /la,,ze P'
PROPEFiTY OWN 5i h/, (c.e ,: G,. e 7i cl*Kzes
/.ONE 4?c9-3070
2q :?s s'.Z,.mce Qcl (,;.fc 9165}
D.LOCATION OF PROPOSAL:{J
sTREET ADDRESS 299-3
BLOCK SUBDIVISION
APPLICATION FEE $100.00 PAID /O(cHEcK # //
F. MATERIALS TO BE SUBMlTTED:
and one paper
ng
d! Thefinalplat h registered
other substantial
with dimenslon o
reproducible
ur By thirty-six in
of one hundred or
half to two inchesbn thd and
ndredth of a foot for all Iines,
angles and curves used to describe boundaries, streets, setbaoks,
alleys, easements, structures, areas to be reserved or dedicated for
public or common uses and other important features. AII curves shall be
circular arcs and shall be defined by the radius, central angle, arc
soored distances and bearing. AII dimensions, both Iinear and angular,
are to be determined by an accurate control survey in the field which
g/ t Jj m, " A systematie identification of all existing and proposed buildings, units,
I=b!"Accurate dimensio'ns to the n
ff,tos;
;t6y/u.
''@,
OWNER'S SIGNATU
MAILING ADDRESS
O
1.
of one and one-
all other sides.
?,a/f \ljclcldAll Cl<
LING
DATE /ZhU/c/
Iots, blocks, and names for all streets.
I
H.
notifications to the zoning administrator who shall transmit the approval, disapproval or
approval with modifications of the plat within fourteen days to the applicant. The
zoning administrator shall sign the plat if approved or require modifications on the plat
for approval or deny approval due to inconsistencies with the originally approved plan
or failure to make other required modifications of the plat.
FILING AND RECORDING.
The zoning administrator shall be the final signature required on the plat so that the
Department of Community Development will be responsible for promptly recording the
approved plat with the Eagle County Clerk and Recorder. Fees for recording shall be
paid by the applicant. The Community Development Department will retain one mylar
copy of the plat for their records and will record the remaining mylar copy.
If this application requires a separate review by any Iocal, State or Federal agency
other than the Town of Vail, the application fee shall be increased by $200.00.
Examples of such review, may include, but are not Iimited to: Colorado Department of
Highway Aocess Permits, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees which are in excess
of 50% of the application fee. If, at the applicant's request, any matter is postponed for
hearing, causing the matter to be re-published, then the entire fee for such re-
publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have significant
design, Iand use or other issues which may have a significant impact on the
community may require review by consultants other than town staff. Should a
determination be made by the town staff that an outside consultant is needed to review
any application, the Community Development Department may hire an outside
consultant, it shall estimate the amount of money necessary to pay him or her and this
amount shall be forwarded to the Town by the applicant at the time he files his
application with the Oommunity Development Department. Upon completion of the
review of the application by the consultant, any of the funds forwarded by the applicant
for payment of the consultant which have not been paid to the consultant shall be
retumed to the applicant. Expenses incurred by the Town in excess of the amount
forwarded by the application shall be paid to the Town by the applicant within 3O days
of notification by the Town.
=o
t'\
c.4'"
:r l 1y?;;
I
iN.
I
8 p
!i [
.i! t
i ii i
l'^ u\'ii
"-
q
-{l "k,,
'?d
BACKLr=UND LAND SURVEYS
P. o. sox 614
FRlSCO, CO 8044.3
PHONE (303) 668.3730
72O GRANIT$ STREET
SUITE 3OO
BOAnDWALK BUILDING
FX Il0. (303) 668-3960
TRANSMITTAL
DATE
TO
JOB NO.
FROM
RE
ITEM NO DESCRIPTION
Pu-nz*. LlA/lJ}65Cr-- fuztn,gy rzsof
PURPOSE
AS YOU REQUESTE0
FOR YOUR USE
FOft YOUR APPROVAL
REVfEW a R€TURN
REPLY TO SENDER
OTHER (SEE REMARl{S)
REMARKS
,t/,t.J9-.
@tnnqa, lfy lU-/0.4)1)1,1:4 ouutrfr.u-if _
3-19-85
F 00PY
Name: LODGES AT TIMGER CREEK #G&HDate: April2'lt 1994
Occupancy: R3,M1
Type of Const : V-N
Address : 2883 KINNICKINNICKContractor: S.H. COLE CONST-Designer: FRONTiER I,oG HoMEs
Engineer : NA
Plans Examiner : CHOCK FBI,DMANN
All electrical work is to be complete to therequirements of the latest National Electrical Code,all Town of Vail Ordinances, and HoJiy Cross
Requirements.
This project will require a site improvement survey.This survey shal1 be submitted and staff approvedprior to a request for a frame inspqction, \Jndet no
circumstances will a frame inspectidn be donewithout an approved site improvement survey.
All new construction witttin the towri of Vail will berequired to have an initial inspeet|on by r0V Public
Works Dept. to approve site drainage and culvertinstallation. This approval must Joe complete prior
to any inspection by the Building Dqpartment.
This project is restricted from theburning of woodin fireplaces. Unless the 1ot is arestricted lotin stze, three gas logs fireplaces and three gas
appJ:iances are permitted per unit allowed. Gas log
chimneys enclosures shall be one hr. protected.
No domestic dishwashing machine sha|t be directly
connected to a drainage system withdut the use of an
approved dishwasher air-gap ritting; UPC 608.
Domestic ranges shall have a vertical clearance
above the cooking surface of not less than 30" to
unprotected combustible material. uMc 1901.
Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equipment, ventlocation and termtnatton, and combu$tion air to be
supplied prior to any instaltationJ
Town of VaiI
rown of Vail
25 South Frontage Roadvail, Colorado 81657(303) 479-2138
Plan review based onthe 1991 Uniform Building Code
10
11
12
13
Due to Colorado State Statutes, all sink faucetts
and shower heads are required to utilize flowrestriction devices. Also, the maximum water closetflush usage is limited to a maximum of 3.5 ga11onsper flush.
At eaves and valleys an adequate underlayment shall
be provided to protect a structure from ice buildup
and water damage. Two layers of felt solid moppedto sheathing and between layers or a commercialwater 6r ice shield may be used as per Table 32B1.
In addition to a minimum retnrorcement, not less
than two #5 bars shall be provided around all window
and door openings. Such bars shall be extended
beyond the corners of the openings not less than
24". ' UBC 2614 (d) 1.
Because of this project's location, the foundationis required to be dampproofed to prqvent damage to
areas below finished grade. UBC 1707{d).
The structure is required to be anchored to the
foundataion with 1/2 inch anchor bolts. The bolts
must be into the concrete or masonry 7 inches and
spaced a maximum of 6 feet apart. See code foradditional requirements. -- Sec. 2907. (f)
Include a copy of the soils report
be built on prior to a request for
-- Sec. 2905.
for the site tofooting inspection.
Name: nODGES AT TIMGER CREEK #G&H
Date: April27, 1994
occupancy : R3.M1rrype of Const: V-N
Town of Vail
OFFIOE C()PY
NO. EXlrS EGRESS
I
rrown of vai1
25 south FrontafJe Road
vail, colorado 81657
(303) 479-2138
Plan analysis based on
the 1991 uniform Building Code
Address: 2883 KINNICKINNICK
contractor: S.H. COLE CONST.
Designer: FRONIIlIER [IOG HOMES
Encf ineer : NApl;ns Examiner : CHUCK FELDMANN
NOTE:Tlle code items listed in this report ar' yotjn(,et"q' [gYg t ?-3Tl3ffi!
tis,ing of a11 possible eode ,,q.!rem;n,s in the 1991 UBC. It is a guide to
selected sections of tlle code.
FL AREA MIN.LIGHT MIN.VENT
2 I4aster bedroom 118 11.80
2 Kitchen 37 tO.00
2 Dining room 145 14.50
2 niving room 137 13.70
2 sath roont 43 0.00
2 Halls, closets, etc. 81 0.00
TOTAL FOR FLOOR 5 6 1
t Garage 594 0. 00
TOTAL FOR Fl-IOOR 594
BUILDING TOTAL 1155
5. 90
5. 00
7.25
6. 85
2-, 15
0. 00
0. 00
1.
1
1
1
1
1
|
1 :
]j
1
Yes
No
No
No
No
No
lfltillf- An operable window or door that o,ens c",,-,|', to the-ext''i''
is required from,his room. The minimum clear openable area must meet
tlte following. -- Sec. 1204.
1) rrtte minimum clear height is 24 irtches
2) rrtte minimum clear width is 20 inches
3) rrhe minimum clear area is 5.7 square feet
4) rrhe maximum si11 height is 44 inches
2) 'rhe number of exits is based on rrable 33-A (pwe!lilffJs), ______,
3) A mec11anical ventilation system may be used in in 1ieu of exterlor
openings for ventilation. -- Sec. 1205.(c)
liht!ftf!i!!i shall ,,,e a cei,ing,ei,,,.,,-,,, 1ess,han 7
'e.g'
6
inches. Kitcllens, ha11s, bathrooms and toilet compar'me:)'' "?l' ltave a_
ceiling heigh; of : teet measured to the
'o)res;
piojegti?r}i ([ ti'e cei!'m'J
is s,oping,,i,en,he minin,um height is required in only 1/2 ot the area.
,,,;;rkJl[J:l,, shal1 have at least one room which
'1?'- ??'-l?:'.''H[ H-'-,
square feet o; ttoor area. Otl,er habitable 'q'"' g:jgept.kiit'"''' shall have
an area of not 1ess than ;0 sc;uare feet. -- Sec. 1207. (b)
Habitable rooms other,han a kitchen sha11 not be less than 7 feet in any
dimension. -- See. t207. (c)
;tfif:j:r!rf::::;..,, tocatioqs is required to be of safety
glazingmaterial, -- Sec. 54O6.(d) -.a& -t
1) Glazing in inqress and egress doors excep! _;alou''''...L14"!
2) olazing in ;i;ed and slidinq panels of qli;ling de_tr assemblies and
panels in swinging doors othe;r than wardrobe doors.
3) Glazing in storm doors. - '
4) Glazing in all unfrartted swingina_doO_FS_ ' '5) elazing in ioors and.,.t,s.,,.,, for hot 'u'''i whirlp?f!L:l?!'!?f:- -'-l?t"
rooms, ba,htubs and showers. CLazing in- any por'''' of a -bui!'i!9 wa11
enclosing these compartments where the botto,., exposed ec't_,o1 t?? ---
glazing is 1ess than 60 i,,,ii.., above 1 , standing "surpge_
_yi]_ d;finjtff h
6) Glazing in fixed or operable panels adjacen'; ''- ' door _w|$;g_''' Il??:?f'
exposed edge of the glazxing is witttin a _24jnc': :arc, of. ?i ']3' v?l:ti::l
eclge of the door in a elosed position and where the bottom exposed edge
of the glazing is less than 60 inches above the walking surface.
7) Glazing in an individual fixed or operable panel, other tttan t'u>se
tocations described in items 5 and 6 above, than meets a11 of ttte
to11owing conditions :
A. Exposed area of an individual panq greatef than_ 9 sq"!:* feet.
s. Exposed bottom edge l.ss than t8 inches above t1:e f!"?[
c. Exposed top edge g,.,tJ, than 36 inches above _the.f'oer:
,. one oJ,nore wa,king suiraces within 36 inehes horizontallY of the
plane of the glazing.
8) Glazing in railings regardless of height
rncluded are structural baluster panels
panels.
above a walking surface.
and nonstructura]: in-fi11
on the ceiling or wa11 at a point centrally
area giving access to each sleeping area.
Sec. 1210. (a) 4.
smoke detector is required
stairway.
See exceptions.
sMoKE DETEcToR REQUIREMEN'PS :
A smoke detector is required
located in the corridor or
-- sec. 1210;(a) 4.
A smoke detector is required on tbe ceiling or wa11 in each steeping
area. -- Sec. t210. (a) 4.
A srrtolce detector is required on a11 stories. --
If the upper leve1 contains sleeping room(s), _ain the ceiling of the upper 1eve1 close to the
-- sec. 1210. (a) 4
smoke detectors are required to be wired to the building'.s.Pg"'' source and
shall be equipped with a battery backup :: Sec 1210. (a) 3:..
,e,ec,ors sha,, sound an alarn, audible in a11 sleeping area of the dwelling
in which they are tocated. -- See. 1210. (a) 4.
occuPANcY SEPARATION: 0 '.1_,__,,,,,,, r,, ,,r f',
Bet,een the garage and the residence, materials approved torilhr fie
cons,ruc,ion aie rec,uired on the garage side-on!ir and any,doors.b''"99"
the garage and the residence are to be a self-cl-Ssing 1 3/8 inch solid
core door or a 20 minu,e fire door. -- 'rable 5-B & Sec. 503.(d) exc. #3
STAIR REQUIREMENTS :
A stairway in a dwelling must "'.'' teast_36_ inqff wicle----;-s:c;,!??r (b)
rrhe maximum,.,,J of a s,e, is, i;,ches and the minimum run is 9 incl:es.
-- Sec. 3306. (g) exc. #1 E,_4..ll ox t.n ?P inehes above the nosing if
Provide a,andrai1 on one side a stairway 34to 38 inches above th<
,,:::[: :',:,:[ :::; ;i,:::';,;; :;;,:'::;jt:, than 30 inches. uinimum lteigttt
, 36 inches, ma,,mum opening size, 4 inch,s -i-99c: ):12.(a) exc. #1
The minimum i,ead;oom is 6 ft. - 8 incltes, - - Seg ]306, jo).-..l.d.l
Enclosed usable space under the stairs is -qyif?d.t9 be protected as required
for t1:r fire-resistive constructlon. -- Sec. 3306.(1)
tf^[lJ:ff:f::;,,,.i.., shafts_w"" q_cro;g;sgg['P'! ?f?l tf ::t-"''' than
, square,..; may lined on thi inside with_ y'!_ tqss_y':at;t__? f,?:':-- & L
galvanized sheet metal with.ail joints 'oc'cl:pT':
rhe-olffifeJtpffjff-,,,,
1 t,r.,.,,,,,.,;ti.,,. All...,,i,,g, into any quqh incl9!F9 1Hl1J:?-Sr::'''''
,y no, 1ess than a,.1f-.1..,i,,g solid wood dooi t 3/s inches ttlick or
2) :::'!!!th,,; J::;,J!itJll piping - tngqauec'_'n -w^"' passing through
3 moors or iess do not need to be in 1 hour shafts.
3) i,i.iti ,!!'!J'l.,,.,, fac'orY; 'Dl"!'-gh'I'l''Y1, :i[r[; i! ti::J:1:,t:.not extend througlt not more than 2 floors need
-- sec. 1706. (c)
4) A11 other shafts are required
-- sec. t;06.(a)
ADDITIONAL REQUIREMENTS :
For R3 occupancy
:this project wi11
shal1 be submittedj,nspection.
to be enclosed in a 1 hour assembly.
require a site improvement su'"gy Such survey
and approved prior to request tor frame
A11 craw1 spaces within the rrown Of Vail are timited to g eart': to
,structura1 floor ceiling height 9' 5', be earth floor only,-''*
ventilated as per UB, 2516(C)6 with minimum access as per UBC
2516(C)2 anc1 maximum access of 9 sq. ft.
Any building site with a slope of 30 degree1 or mgre shfi1 fggyif!'"
engineer design. Such design shall address drainage, soi1 retainage
and structura1 design.
Excavation below slabs on grade sha11 not be permitted without prior
approva1.
Address numbers shal1 be posted plainly visible and legible
street.
f rom the
|
For M1 occupancy
slope qeLracJe floor to a11ow !o( drainage tg _ot;;_s.'e", :o-r?f::,:,
,,oor drain w,|, sand and oi1 interceptor to !'.y we11 ot-P-1'!!1l:-
Any garage ttoor drain conecte' to sewq' must be approved by Upper
Eagle Valley Water & Sanitation District.
:n garages with tiving
bearing the area above
resistive construction.
area above, the walls of the garacJe wiich are
sha11 be protected with one l:our fire
USC 503 (S).
TOWN OF VAIIl CONSTRUCTIO
PERMIT APPLICATlON- FORI4
DATE: 5- Z'1- 'l'y(
o
N PERMIT ll U88
p() -suilding
Legal Description:
-r.c#/
Lot
nbing ( ]-Electrical ( ]-Mechanica1 ( ]-Other
T;,,,,ddKdc',f$,, T\aa\l1tb<Q. ?g&3kl,,l,l/ck,./,l,ck A
slock," 4jL Filing
. I'"""""""""
Address : fi3J $, /9€?rt/7 r)l47€i€F{il.'rf,Z/7C2 -Fa2d
rszor Z _ _ - -:,-]T;]a --,,,,,,, zsar /l,eos,r ae. urt;tJffi;|?;;
OUT COMPllETELY OR rr MAY NOT BE ACCEPTED
PERMIT INFORI{ATION * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
'(cY/|ol
Owners Nalne :
Arehiteet:
Genera1 Description: ()n/l r$H z LoQ /-t vtrv(; {}1/175 D.
Work Class :[X]-New t J-Altera!ton t ]-Additiona1 ( f-,,.,,,= ( ]-Other
I
E
Number of Dwe11ing Units: _ Nunber of Aeeomnodtition Units:
lifnber and Type of Fireplaces: Gas,4ppli,a,r13es / Gas Logs Wood/PeJ-let:l-
lK* * *i * ** ****** * ********** *** ****** VALUATIONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *"Jtunon,., 9/25,000 ELEcTRIcAL:$86DD OTHER$
.}LUMsING:
T"YJffi6 tlffifiiiiiGlii i- TOTAL: '- Zl%Z,
Illt:;:::;*::;;;::;;; :"",::; *:; ';:;; *iiii*Ji
i*
* * * * **iiii!JJ,Z: ;;:;.TJ;:ijalj/zb:FarD
Electriea1 Contractor: 1"/,b
Address:Town of Vail
Phone Nunber :/
Town of Vail
Phone Number:
Town of Vai1
Phone Number :
9 bS - 3c)o?
Reg. NO.-
Reg. N0.
Reg. N0.
Plumbing Contractor:
Address:
Mechanieal Contractor:
Address:
**************** * * * * **** * **j\* ?L*f FOR OFFICE USE * * * * * * * * * * * * * * & * * * * * * * * * * * * * * * *BUILDING PERIIIT FEE: '/_ffi: a- BUIIlDING PLAN CHBCK FEE: [/Y?--PLUI4BING PERMIT FEE : """""""" PLUIIIBING PLAN CHECK FEE :l{ECHANICAI, PERILIIT FEl;ir,0 xcouutrotr., PI,AN cHEcKiiiF"iii ii';:: ,, ';f,-,ffi;ffiiiFt,[[t:',r';j'ra'oTHER TYPE or FEE : l[Prljl':
DRs FEs: [ZFoof"}&pf,DRs FEE; [)(200 " ",$IH
I ts:
838Jnrr _
SIGNATURE :
ZONING :
5
cO
4LVlT €&i 0..l.,J r"F{j /
-UP DEPOSIT : L-/
CLEAN UP DEP.OSIT REFtIND TO:
SrroS1
/zJ)
1
Itwt t [[I
75 soulh fronlage road
vail, colorado 81657
(3O3) 479-2139 or 479-2139 offlce of eommunlty development
BUILDING PERHIT ISSUANCE TIHE FRAHE
If this pemit requfres a Town of Vail Fire Department Approval,Engineer's (Public hlorks) review and approval, a Planning Departtnentreview or Health Departlllent review, and a review by the BuildingDepartment, the estitnated titne for a tota1 review tnay take as 1ongas three weeks.
P: cgmlngrgial Qarge or stnall) and all ;nulti-fa;nily pemits wi11have to fo11ow the above ntentioned maximur: requirenlents. Residentialanffi;na!i projects should take a lesser antount of time. Ho,,e..,, jfrestdenttai or stnaller projects impact the various above ;nentioneddepartnlents with, regard to necessary review, these projects rtaya1so take the three week period,
Every atte;npt wi11 be made by this departn:ent to expedite thispemit as, sqon as possible.
|t the undersjgned, understand the p1an check procedure and ti,ne
frame.
/3r_4e;" Project Narne -
frr 1'"ii.....
{hl€f<
Conn:unity Developrnent Departtnent.
ltwn t v[l
75 south frontage road
vail, colorado 81657
(303} 479-2[38 or 479-2139
TO:
FROltf:
DATE :
SUB,JECT:
offlee of eommunlty development
A1IL CONTRACTOnS CURRENTLYL REGISTERBD WITH TI{BTOWN OP VAIIl
TOWN OF VAll, PUB[,IC WORKS/CO[IMLINITY DEVELOPMENT
IIARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
In '"mlary,.grdinance No. 6 states that it is unlawfu1 for anyp*"''" to !itter, track or deposit any soil, rock; sand, debrisor naterial, including trash dumpsters, portable tottets andworkmen vehicles "pon any street, sidewal]c, alley or publicplace gr any portion thereof. The right-of-way on all Town ofVail strqets androads is approximately 5 ft. off pavement,.This ordinance wi11 be strictly enforced by the Town of Vai1Pub!ic works 'epartment. Persons found violating this ordinaneewil!_ be given a"24 hour written notice to remove said naterial.In_ the event the person so notified does not eompiy with thenotice within the 24 hour time specified, the Pubiie works
''Partment wi11 remove said nateria1 at the expense of personnotified. The provisions of this ordinanee shal1 not beapplicable to cinstrucut.,,, naintenance or repair projects ofany stt-eet or a11ey or any utilit,ies in the right-a-way.
To_review Ordinanee No. 6 in full,Vail Building Departmer)[ to obtaineooperation on this natter.
please stop by the Town ofa eopy. Thank you for your
i O,,r,r.rcax;
aeknow# G
3-aa-?{
(i.e. contractor, owner)
O =Sr OF MATERIALS
rJ. ':t:
o -'J2ii99a
NAPjB OF PROJECT:
''dg"",)*
-l:wJ,er Oveek-
LEGAL DESCRIPTION : L0T BLOCK SUBDIVISION
STREET ADDRESS :
The following information is required for submitta1 to the DesignReview Board before a final approval can be given:
A.,BUILDING tlATERIALS: TYPE QF MATERIAL
[g' Roof
f::jJ,: rr :li "ihM
tMs,rttt,.Ii"' '
pd\lndows h),,/H VYJ,llUQWb IF"4,,,(,-,,, cJifY Window Trim tJv
ff:::rj$d}fiff,l:
Jland or Deck Rails
[yFl,., r{,9-1,14/r{65l- blb.olp/
(y["]ashings (I(p, l\vujilfi'/
"Chimnevs
/{i"Irash inc:osures
/{/hreenhouses
I3-,IGbh d,.lt/ffi,(zi$iii,,i.iii
g(z r t bJ. cM pn (( ttmff
-,/iascta
DESCRIPTION oP PROJBCT:
OLOR
.,-f
ae/
g,;-c--.r /Z/A/l/q]-
'-,/#
c&l
n LANDSCAPING: Name of Designer:
Phone:
PLANT MATERIALS :
PROPOSED TREES
Common Narne Ouantitv Size*
?tctzs:anyz:ta- Lo "rrwee
/\+rpeux Z.n> 2 V2!-2#eJ,A+ffi z -aunqos
r.VrJ t-t,;a;t
d:ttucg"X/'n.€yrure, 3 )fi(g' |tt;Jz(
lA
,4-
EXISTJNG rREES TO
BE REFjOVED
lt
*lndicate caliper for deciduous trees. Minimum caliner for
deciduous trees is 2 inches. Indicate h;I;Erf;;- c o n t r e r o u strees. Minimum heiaht for c.oniferous trees is 6 feet,
PLANT ::
PBOPOSED SHRUBS
Ouantitv Stze*
ctMsafiet
-L_ " rytL
Ld,ae 6 -E4GLL
PmlYu,.GC[!ip ! l;datm?bnc ID _g_y'
r
EXISTING SHRUBS
TO BE REPjOVED
*lndicate size of proposed shrubs. Il/jinimum size of shrubs is5 qallon.
Sctuare Footacle
GROUND COVERS
SOD
SEED
TYPE
OF lRRIGATlON
TYPE OR lvjETHOD OF
BROSION CONTROI,
OTHER LANDSCAPE FEATURES (retaining waUts, rences, swimmingpools, etc.) Please specify. Indicate heights of retainingwalls. [faximum height of walls within the front setback is3 feet. Maximum height of walls elsewhere on the propertyis 6 feet.
david mark peel, aJ.a.
kathy Iangenwaltcr, a.i.a.
architects
2588 arosa drive
p-o. box 1202
vail,co81658
303-476-4506
303-476-4572 fax
February 18 ; 1994
Mr. Richard A. Backlund
Backlund Land Surveys
P.0. Box 614
Frisco, C0 80443
RE: The Lodges at Timber Creek, a.k.a. Yai1 Intermountain Swim and Tennis
C1ub Condominiums -
Dear Ric ;
The Town of Vai1 has requested that the
graphic Survey of A Portion of S.U. |,
P.N. Eagle County, Colorado be plated.
Ogilby and Stan Co1e would 1ike you to
unplated property shown on your Topo-
Section }, t. 5 s., R. 81 W., 6th
The owners of the property, Chuck
proceed with the final p1at.
I have enclosed a copy of the property site layout showing easements which
need to be indicated on the p1at. A1so enclosed are excerpts from the Town
of Vail Zoning Ordinace which address fina1 plat drawing format and required
filing certificates.
Randy Stouder is the Town of Vai1 Community Development Planner assigned
to this project. Please 1et either Randy or me know if you have any questions
regarding the fina1 p1at.
Also, please send me five (5) copies of the revised Topographic Survey as
soon as possible. This document must show the revised flood plain, the revised
50' stream setback taken fron the centerline of Gore Creek, and the recalculated
buildable area figure.
Thank you for your assistance.
Yours :truly,
cc : Randy Stouder
Chuck Ogilby
Stan Co1e
Enclosures
Langenwalter,
J =evised 6/18/91
PROJECT INFORMATION:
A.
F.
nu.
applicant mustlot area.
provide a current
H.NAlVjE OF APPLICANT' S REP SENTATIVE :Mailing Address :
Phone
I.NAME OF OWNERS :
;----"*SIGNATURE (S) :l.Mailing Addresi'i
Phone
accurate valuation of the proposal.e Town of Vailwi11 adjust the fee aceording to thg/tab:e be]ow, toensure the correct fee is paid.
fte,r
J. Condominium Approval if applicable.
K. DRB FEE: DRB rees, as shown above, are to be paid atthe time of submittal of DRB application, t,ater, whenapplying for a building permitr please identify the
DRB APPLICATION - TOWN L,COLORADO
DATE APPLICATION RECEIVED :
DATE OF DRB MEETING:
**********
THIS APPmCJLTION WIIlI, NOT BB ACCEPTEDUNTII. AIlll REQUIRED INFOnMILTION IS SUBMITTED*=********
|:'-cPOF VAI
B. TYPE OF REVIEW:
/ New Construction ($200.00) ___.__blinor Alteration ($20.00)
Addition ($50.00)Conceptual Review ($O)
ADDRESS :
LEGAL DESCRIPTION: tot Block
Subdivision
DESCRIPTION:
c,yl, 1"
is described by i meets and bounds' l""4""""-*v
ettach to this application.
ZONING:
LOr AREA: If required,
stamped survey showing
Ilf property is described bydescription, please provide a meets and boundson a separate sheet
lega
and
NAME OF APPLICANT :Mai.ling Address :
FEE SCHEDUl,E :
/ =
NAPjE
LEGAL
OF PROJBCT :
DESCRIPTION : LOT BLOCK SUBDIVISION
STREETADDRESS: Z?fl'b ffit:\/tY\cc-Lilnv\crk-
DESCRIPTION OF PROJECT:
{
J\.
The following information is
Review Board before a final
BUILDING l\lATERIAI.S :
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
r; Hand. or Deck Rails
F]ues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
LANDSCAPING : Name of
PLANT MATERIALS :
PROPOSED TREES
required for submittal to the Designapproval can be given :
TYPB OF PjATERIAL COLOR
Designer:
Phone:
Botanical Name Common Name Ouantitv size*
p
EXISTING TREES TO
BE REMOVED
* Tnr9{ n=fi d 5 I 1 6P +hr da1 P.l1iA11 {F fA6o Mqhim11h F=l 4 af +nr
a=evisod 9|4|9't
DRB APPl4lCJ\'mON - TOWN OP VJlJl.,
DATB APPI,ICATION RECEIVED :
DATB OF DRB MEETING :
**********
1'nIS APP,LICATION Illl.I, 110'1' BE AeCEPmDUtWlll AI4II REQUIRED ItmOntffiTlON IS SlIBlnTmD
*********l
I;PROJECT INPORMATION:
A. D
AN 2 4 1997[
iZe,view
B. TYPE 0F REVIEW :
New Construction
Addition ($5O.00)
($200.00) _Minor Alteration ($20.00)
)( Coneeptua:, Review ($O)
c.
D.
ADDRBSS :
IIEGAL DESCRIPTION : Lot Block
F.
J.
K.
. dDe
"lOl
t
I, NAME 0F OWNERS :
*SIGNATURE (S) :Mdiling Address :
Phone
Condominiurtt Approval if applicable.
DRB FEB; DRB fees, as shown above, are to be paid atthe time of submitta1 of DRB application. ratera whenapplying for a building permit, please identify theaecurate valuation of the proposal. The Town of Vailwill adjust the fee according to the table belotfr to
ensure the eorrect fee is Daid. =1-ensure the eorrect fee is paid.
FEE SCHEDULE :
VAI,UATION$ o-s 10,000$ 10,001 - $ 50,000$ 50,001 - $ 150,000
$150, 001 - $ 500, 000
$500, 001 - $1, OOO, OOO$ 0ver $1, 000, 000
* DESIGN REVIBW BOARD APPROVAII EXPInES ONE YEAR AFTER mtlAll
APPROVAI, UNIIESS A BUIIlDING PEBI{IT IS ISSlJBD AND CONSTRUC'ffON IS
S'IARTED.
**NO APPIIICATION WIIlII Bn PROCESSED OWNER' S SlGNA'I'URE
FEB
$ 20.00
$ 50.OO
$100. 00
$200. 00
$ 4 O O. O O
$500.OO
wrl'noor
'u.
Subdivision un.plaiee{ n,ttcts,tz,uJfiTl!!Ffi-;.
If property is deseribed bydescription, please provide
attach to this application.
ZONING:
LQT ARBA: If required, applieant
starttped survey showing lot area.
u.NAME OF APPLICANT :Mailin Address :
H.NAItiIE OFilin ess :
a meets and bounds 1ega1
on a -separate sheet and
must provide a current
"/a
REGISTERED PROFESSlONAL ENGINEERS
REGISIERED tAND SURVEYORS
December l8, 1978
Mr. Chuck Ogilby
Box 82O
Vail, Colorado 81657
Re : Proposed Condotninium Complex
Intermountain Subdivision
Eagle County, Colorado
Project No. V8-255
Dear Mr. Ogilby:
In compliance with your tnstructtons, we have conducted a geotechnical
exploration and foundation evaluation for the above referenced project.
The results of this investigation, together with our recommendations,
are to be found in the accompanying report, three copies of which are being
transmitted llerewith.
Often, because of design and construction details which occur on aproject, questions arise concerning the soi1 conditions; if we can be of
further servtce, please contact us at your convenience.
Sincerely,ha,Isaac B. Shisler
Division Manager
Geotechnical Engineering
ffi,,,,,7f f,#,/,.__,g,
Kenneth E, ILicha.rds
Registered Professional Engineer
and Land Surveyor No, 2183
IBS:gjp
Oivil and Mechanical Engineering aPlanning oSurveys 4ubdkistons
B0X C-100
-AVON,
COLOARD0 81620
-PHONE
949-5072,
oWater and Sewer Systems
DENVER 893-1531
SOll,S INVESTIGATION
FOR
PROPOSED CONDOMINIUM COMPLEX
VAIL INTERMOUNTAIN SUBDIVISION
VAlll, COl,ORADO
PREPARED FOR
MR. CHUCK OGII&Y
Deeember lB, 1978
RICHARDS ENGINEERING
Box C-l0O
Avon, Colorado 81620
Avon: 949-5072
Denver: 893-1531
TABI.E OF CONTENTS
Synopsis
Introduction
Authorization
Scope
Genera1
Field Investigations
Scope
Sampling Procedures
Location of Exploratory Test Pits
Ground Surface Elevat,ions
Geology
Laboratory Investigation
Moisture Content
Composition
Atterberg 1,imi ts
Site
Subsurface Conditions
General Soil Description
Ground Water Observations
Foundation Discussion and Recommendations
Project Description
Foundation Reconunendations
Corlstruction Considerations
Site Preparation
Floor Slabs
Grotlnd Water
Surface Drainage
Genera1 Cornments
Appendix
nogs of Borings
Figure l: Test Pit Location Diagram
Figure 2: Site Iocation Xap
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6
7
l0
11
l3
15
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SYNOPSIS
A geotechnical exploration and evaluation of tJ:e foundation con
ditions has been made on the site of the proposed condominitun complex
located on a portion of the Southwest one-cjuarter of Section l4, 'rown-
ship 5 South, Pange 8l West of the Sixth Principal Meridian.
Exploratory soil test pits have been excavated and the soil samples
subjected to laboratory tests. The data has been carefully analyzed
in t,he light of the project inforrnation provided by t1te client, 14r.
Chuck Ogilby.
The resutts of our exploration and analysis indicate that conven
tional spread footings and/or continuous wa11 footings appear to be
the most sui'tabte type of foundation for the support of the proposed
buildings,
Net allowable soil pressures on the order of 3000 to 4000 psf may
be used at depths of 4 feet below the final grade if the procedures
speeified in this report are followed.
Ground water conditions are not expected to cause any difficult-ies;
however, these conditions wi11 be discussed in more detail in this
report.
The upper soils are suitable for the support of crawl space floor
slabs. Recommendations for the preparation of the subgrade are also
included.
Detailed analyses of subsurface conditions and pertinent design
recormnendations are included within the text of tltis repor(.
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SUBSURFACE INVESTIGATION
AND
FOUNDATION RECOMMEND3-!I9EE
INTRODUCTION
Authorization
this report presents the resutts of a soils exploration and foundation
analysis for the proposed eondotttinium complex conducted for tttr. Chuck
Ogilby.
Authorization to perforttt this i-nvestigation was in the form of a
verba1 agreement on November 22r 1978, between Mr. Chuck Ogilby and
Richards Engineering.
Scope
The scope of this geotechnical investigation included a review of
geological maps of the area and a review of geologic and related litera-
turea a reconnaissance of the invnediate site, the subsurface exploration,
field and laboratory testing, and an engineering analysis and evaluation
of the foundation materials.
The primary purpose of this preliminary subsurface exploration was
to determine the various soi1 profile coraponents and the engineering
characteristics of the materials encountered. A secondary purpose was
to provide information to the design engineers and architects which
could be used to formulate preliminary design crtter;a, and to aid in
t,he development of a final design.
General
The recommendations subntitted are based on the available soil infor-
mation and the preliminary design details furnished by the client for the
proposed strueture. Any revision in the plans for the proposed structure
should be brought to the attention of the soils engineer to deterutine if
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I changes in the foundation recommendations are required. After the plans
I and specifications are more complete, it is recommended that the soils
I and foundation engineer be provided the opportunity to review the final
I design and speeifications, in order ldtat earthwork and foundation recorn
I mendations may be properly interpreted. At that time, it rttay be necessary
= to submit supplementary recommendations_
I :t deviafions from the noted su);surface conditions are encountered
during construction, filey should also be brought to tbe attention of
| thesoilsengin eer.
The soils engineer warrants that the findings, recommendations,
! specifications or professional advice contained herein, have been pre-
pared in accordance with generally accepted professional engineering
!
-practice
in the fields of foundation engineering, soi1 ntechanics anJt ""!iii!.iiiJ,!: Ji.'iiiiJii!iJ ::. ::. ;::::::: :::::;::..I ::::: j::::j:;!:::=:::; ::::::.:j:: :::'::::::::"::;;j::::"
;
practice.
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FIELD INVESTIGATIONS
Scope
The field investigation to determine tlte engineering characteristies
of the foundation materials included a reconnaissance of the project stte,
locating and drilling the exploratory test pits, t1te performance of modified
Housel penetrometer tests and the recovery of split-spoon samples.
The apparent ground water leve1 was recorded in each test pit after
completion.
After completion of the field testing prograln, tJ:e test pits were
backfilled with excavated soi1.
Sarnpling Procedures
Three exploratory test pits were excavated with a Case 580C backhoe.
Each test pit was excavated to a depth of l2 feet. Modified House1 pene
trometer tests were attempted at intervals of 2.5 feet; however, the
existence of numerous col:bles and boulders in test Pits rrP-I and TP-2
precluded penetration tests in several instances. The inflow of water
in test Pit TP-3 also hampered attempts to gain penetration values.
Samples of subsurface materials were taken at 2.5 foot intervals
either by hand sampling or split-spoon sampling techniques.
The modified Housel penetrometer is a soi1 sampling device having a
16.75 poupd drop hammer with a drop distance of 24 inches. A standard
split-spoon sampler (l-3/8 inch inside dial[leter, 2 inch outside dia-
tneter) is driven into the soil witJ: the drop hammer. :'he number of blows
required to drive the sampler three successive increments of 6 inches
is recorded and this data is correlated to Standard Penetration Values
(ASTM D-1452 and D-1586). These values indicate the, relative density
and comparative consistency of the soils, thereby providing a basis for
estimating the relative strength and compressibility of the soil pro-
file components.
The depth of fite sample, the penetration resu:ts, and the type of
sample and its identifying numter, are shown on the test pit logs.
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I ::::::::: :::: :: j:; :::::::::;;:i::;;:;, :::: j!j:::::: !::;'j::,
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are added where they are significant.
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Location of Exnloratory rest Pits '
Three exploratory soi1 test pits have been excavated in locations
| determined by the soils engineer in consultation with the architect; these
are shown upon the accompanying Test Pit, Location Diagram, Figure 2.I
Ground Surface Elevations
The elevation of the ground surface, shown on the Exploratory :'est
, Pit Ilog was determined using hand leveling techniques, and is presumably
I accurate to within * one foot.
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GEOLOGY
. The Geologic Land Use xaps for Eagle County, prepared by Charles S.
| Robinson and Associa(es, Golden, Cotoraao, in 1975 show the site of fitis
preliminary subsurface investigation to be a stable gravel covered terrace
I above tJte physiographic floodplain of Gore Creek. These Geologic r,and
- Use Maps rtteet the criteria established by Senate Bi11 35 for basic
! geologic and engineering imvestigations of an area to be used for deve-
lopment planning and genera11y for construction site selection.
I As indicated on the Geologic Land Use 14ap, tJ:e proposed condominium
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complex site is covered with a11uvia1 deposits of boulders, cobbles,
= gravel, sand and silt accumulated by fluvial processes of Gore Creek.
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I,ABORATORY IN\rESTIGATION
In addition to the field investigation, a supplemental labt>ratory
investigation was conducted to ascertain additional pertinen( engineering
charaeteristics necessary in a,nalyzing the behavior of the proposed struc-
tures. The laboratory testing program included visual classification by
a soils engineer as we11 as tJte procedures listed below. All phases of the
Iaboratory investigation were conducted in accordance with applicable ASTM
specifications.
Representative samples of tlte soils were placed in sarnple Jars, and
are now stored in our laboratory for further analysis if desired. Unless
otherwise notified, a11 samples will be disposed of after 60 days.
Moisture Content
A portion of each sample is weighed, oven-dried at 105'C, and reweighed
to obtain the weight of water. The moisture content is the ratio of the
weight of water to the weight of the dry soi1, expressed as a percentage.
Composition
The composition of granular materials is obtained by passing a known
weight of dried material through a set of sieves, ranging from a 3/4 inch
sieve to a No. 200 u.S. standard sieve. This procedure is in accordance
with ASTM D-422. Where a knowledge of the distribution of particles
smaller than a No. 200 sieve is required, a Hydrometer Analysis, described
in the second part of the ASTM D-422 procedure, is performed, fulfilling
a complete mechanical analysis.
Atterberg Limits
The water contents corresponding to the transition from the liquid
state to t.he plastic state and finatty to a solid state usually differ
for clays having different physical properties in the remolded state, and
are approximately equal for clays having similar physical properties.
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I ntererore, these limiting water eontents, tJte Atterberg t,imits, serve asi usefu1 index properties for the classification of clays.
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I The site of the proposea condominium complex upon which this soils
I exnloration has been ntade is located on a portion of the Southwest one
quarter of Section 14, Township 5 Soufit, Range 8l West of the Sixth Prin-
I :::!J::;::;:Jj:::j:::::,ii!iiii;, ii" location is shown on
I At the time of the field investigation, approximately 12 to 18 inches
of snow eovered the site. The site appears to be fairly level witJt a
| slight drop-off at tlte East end of the site in the vicinity of trest PJ:t
tP-3. Surface drainage is directly into Gore Creek at the Nort]1 end of
| the site.
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SUBSURFACE CONDITIONS
Genera1 5oi1 Descriptiop
The subscils im the vicinity of test Pits rP-l and TP-2 are fairly
uniform. A typical soil profile for this area consists of upper layer
of topsoil (brown clayey silt, some organic material) with an under-
lying stratum of brown coarse to fine sand and coarse to fine gravel
with numerous cobbles and boulders. This stratum extends the ful: depth
of the test pits_
Subsoils encountered in test Pit rP-3 were markedly different from
those described above. These sul:soils consisted of dark brown clayey
silts to a depfit of approximately 6 feet. Below this layer is a seam
of coarse to medium sand underlain by a straturn of brown eoarse to fine
sand and coarse to fine gravel. This stratum extends t1te entire depth
of tJte pit.
The stratification of the soils, as shown on the accompanying 1ogs,
represents the soil conditions in the actua1 test pit locations, and
variations may occur between the test pits. Lines of demarcation repre
sent the approximate boundaries between the soil tvnesr but the transition
may be gradua1.
Ground Water Observations
Ground water was encountered on1y in trest Pit TP-3 at a depth of
7 feet. Moist soit conditions were encountered in TP-l at a depth of
about 8 feet, It should be noted that the permeability of th€, soils,
seasonal variations, temperature and reeent rainfall conditions may
influence tJ:e vzater levels at other times.
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FOUNDATION DlSCUSSlON AND RECOMMENDATIONS
Project Description
It is understood that the proposed condominium complex wiliL consist
of six four-unit buildings located south of Gore Creek. The buildings
will be of log construction with a four-foot deep crawl space.
The finished elevation of the building site will be within approxi-
mately one foot of t1:e existinq qrade.
No estimates were available for wall loads at the time this report
was prepared. For the purposes of this report it has been assumed that
total wa11 loads will be on the order of 4 Jcips peg linea1 foot. When
design data has been generated for this project, the soils engineer
should be informed if tlte actual loads are exrected to substantially
vary from this estimate.
The project information presented above was provided I:y the client.
Foundation Recommendations
Various foundation types have been considered for suppor( of the
proposed buildings; however, considering the proposed structures and
the in situ soils, conventional spread footings and/or continuous wa11
footings or any corttbination of t.hese foundation types is recommended.
In the vicinity of 'rest Pits 'm-t and TP-2, it is recortunended that
net allowable soi1 bearing pressures on 1Jte order of 3000 to 4000 psf
be used for dimensioning foundations founded at depths of 4 feet or mote
below t.he existing grade.
In the area of test Pit TP-3, the character of tJte soils d:tffers
significantly from those found in tP-l and TP-2, to avoid significant
settlement and to provide reasonable bearing capacity, it is recommended
that the compressible soils encountered be removed to the depth of the
underlying sands and gravels.
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ll
The excavation can then be backfilled with a setect, c:ean, granular
soil placed in layers of not more than 8 inches. Lifts should be com
pacted widt a l0 ton vibratory in order to increase tdte density of the
underlying sands and gravels. Eaclt 1ift should be compacted to a rnini-
mum density of 95 percent of maximum density achieved by following
nsm Procedure D-1557. The area of the compacted fi11 must extend
beyond the footings for a distance at least equal to the thiclmess of
the fi11 between the bottom of th€ foundation and the underlying undis-
turbed soils, :f this procedure is fo11owed, it is expected that the
fitl wi11 be capable of supporting loads of up to 3000 pounds per
square foot. A qualified soils engineer should be engaged to inspect
the placement of engineered fill if the above procedure is adopted.
In order to avoid the effects of slight differential movetttents
that may occur due to variations in the characters of the supporting
soils or variations in seasonal rttoisture contents, it is recommended
that all continuous footings be suitably reinforced to make them as
rigid as possible.
The effects of seasona: variation in rttoisture content and the effects
of frost act-ion would be alleviated if tJte foundations were founded at
depths of at least 48 inches below the finished grade. Tota1 and
differential settlement between footings would a1so be mini:ttized.
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CONSTRUCTION CONSIDERATIONS
Site Preparation
Excessively organie topsoi1 generatty undergoes ltigh volume ehanges
when subjected to loads. This is detrimental to the behavior of pavementsp
floor slabs, structural fills and shallow foundations placed upon them.
Therefore, it is recommended that excessively organic topsoils be sttipped
frorn the area of 'rP-l mtd TP-2 to depths of approxi-mately lO to l2 incttes
and wasted or stoclcpiled for later use. All material excavated for
crawl spaces in the vicinity of TP-3 should be stoclcpiled for later
landscaping use.
Floor Slabs
Prior to the plaeing of concrete floors for the crawl spaces or
paverttents on this site, the subgrade should be proof rolled until a
minirttum density of 95 percent of the ntaxirttum density by ASTM Procedure
-D-698 has been achieved. Areas not meeting this criteria should be
excavated and backfilled widt clean, compacted soil.
The floor s1ab should be suitably reinforced to malce it as rigid
as possible, and proper joints should be provided at the junctions of
the slab and t,he foundation wat:s, so that the floor slab will act
independently of structural portions of the building.
Ground Water
secause of fite relatively low ground water tevet, no difficulty
during excavation and construction of the proposed shallow foundations
in the area of TP-l and TP-2 is anticipated. novrever, in the area of
'rP-3, if foundation excavations are extended to the depth of the ground
water table it is anticipated that a gravity drainage system, sump
pumps, or other conventional devzatering procedures may be required in
order to place the first 1ift of fill material.
A granular mat should be placed beneatJt the crawl space floor s1ab,
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the wall excavations should be backfilled with a freely draining matertat,
with proper drainage away from the subsurface structure. This is to
prevent the formation of excessive hydraulic uplift forces and hydro-
static latera1 forces on the crawl space floor and watts, respectively.
This drainage system should not be open to surface water. Thus, the
upper part of the exterior backfi11 material should consist of rela-
tively impermeable material.
While ground water was encountered only in TP-3 at the time the
field investigation was conducted, it is possible that seasona1 variations
will cause fluctuations, or a water table to be present in the upper
soils during tlte spring rnonths, or after a prolonged period of rain.
The crawl space area must 1:e protected by a suitable drainage
system to lower the surrounding water table, and to protect tlte floor
from hydrostatic uplift. It is recotmrtended that a subsurface peripl:era1
drain be constructed around the exterior of this foundation to intercept
potential subsurface seepage and carry it away from the building. rhis
drain should consist of an adequate discharge pipe, grave1 collector
and sand filter. The discharge pipe should be given free gravity access
to the ground surface.
Surface Drainage
The ground surface should be sloped away front the buildings on a11
sides to control surface water run-off. Surface water flowing toward
the structures from upslope areas sltould be diverted around and away
frortt the buildings by means of drainage swales or other similar measures.
The minirttum gradient wit-hin l0 feet of the buildings will depend upon
surface landscaping. Bare or paved areas should have a minimura gradient
of 2 per centa while landscaped areas should have a mini:tturn gradient
of '7 per cent.
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I It should be noted that this subsurface investigation was preliminary
| in nature. As stated previously, the primary purpose of tJtis investigation
was to determime the various soi1 profile components and the engineering
! characteristics of fi:e materials encountered. A secondary purpose was
to provide information t,o the design engineers and architects which
! could be used to formulate preliminary design criteria, and to aid in
tJ:e development of a final design.
I When building locations are determined and the plans and specifications
I are more complete, additional borings or test pits should be made at
0 tlte actua1 building locations.
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:t is recommended that the services of a qualified soils engineer
be engaged to inspect the foundation excavations to ensure that the soilsI ::::,:: :::::::::::::,:::;:::: j:::!: ::.':::::: j:::::::: j'
I Inspection and testing should also be performed to insure that
"" suitable materials are used for controlled fills and that they are pro-
! perlyplaced andcompacte d.
GENERAL COMMENTS
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Vl UDaQnrHUC. C.,ArUUnAl IUIY
BORING NO. I
PRoJEcT NAME ProDos oninium Com
,' LOCATION Eaqle Countv. Colorado PROJECT NO. V8-255
-SURFACE
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ELEv. 96.3
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REMARXS
R = Sampler Refusal
Moisture encountered
SOtt DESCRIPTIOH BLOw!
PEnG'
Dark brown clayey SlL'r, sorte organic
Bro\m clayey SII,T, trace coarse to f
trace organig materia1
Brown coarse to fine SJmO and coarseto fine GRAVEI,, trace silt, numerous
Cobbles and Boulders (36 in, maximum)
REMARXS
at 8. O '
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auD.Dunr/l\uc CArUUHA I IUN
PRoJEcT NAME ProDosOcondomi ,,,'l!"'J.JJ;J ODATE
' LOCATION Eagle County, Colorado
12-13-1978
PROJECT NO V8-255 SURFACE ELEv. 96.5
50lt DESCRtrrtOm PERG
Dark brown clayey SII,T, some organic
Brown coarse to fine SAND and coarseto fine GPAVEL, trace si1t, numerous
Cobbles and Boulders (36 in. maxirnum)
REMARKS
R e; Sampler Refusal
No moisture encountered
UU0bUHrAULI
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PROJECT NAME Drnnn=rarl p,Jp.im4ttm
''nmplx' LOCATION Eaqle Countv, Colorado
REMARKS
Penetration values were not obtained below 6.0 feet due to
inflowing water.
suRFAcE ELEv. 93, 0
SOtt DESCRlPrION BLOtu!
PEItG'
Dark brown clayey SlUr, some organicmaterial
Brown coarse t,o medium SAND
Brown coarse to fine SAND and coarse
to fine GRAVEL, trace silt
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Seale: 1" = l0O'
\+TP-3 cE1. 93.O')
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Aecess pgad
Mr. Chuck OgiJ-by Test Pit Location Diagram, Fig.1
PROJECT NAME Proposed Condomi-
nium Complex, 'Eagle County, Colo
PROJECT NO.
V8-255
DATE
l2-l8d.l978
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I sampie Identification
t The Unified Soil Classification System is used to identify the soil
fi (unless otherwise noted) as we11 as a visual description of color and
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particle size using the nomenclature defined below:
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Particle Size
Distribution
MC : Moisture Content, %
LL: t,iquid Limit, %
Apparent ground water table at time noted after completion of boring
GENEPAL NOTES
Boulders: 8 inch + Coarse Sand: 4.76 mttt to 2.0O mm
Cobbles: 8 inch to 3 inch Medium Sand: 2,00 mm to 0.42 mm
Coarse Gravel: 3 inch to 3/4 inch Fine Sand: 0,42 mm to 0.074 nutt
Fine Gravel: 3/4 inch to 4.76 rnm Silt: 0.074 mm to 0.005 mm
Clay: Less than 0.005 mm
Modifying Term
Trace
Little
Some
"And" or "Single Modifying
Term"
Percentage
Less d1an lO%
l0 to 20%
20 to 35%
3 5 to 5 0%
Soil Property Svmbols
N: Standard Penetration Value - Blows per foot of a 140 pound hammer
falling 30 inches on a 2 inch 0.D. split-spoon
QU
QP
PL: Plastic Limit, t
P I : Plasticity Index
D : Dry Density, pcf
Unconfined Compressive Strength, tsf
Hand Penetrometer Vatue, tsf
=
-N/A : Not applicable
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ss ; Split-spoon -
ST ; Shelby tube.
DB ; Diamond Bit
CB ; Carbide Bit
It;S ; Washed Sample
Very I,oose
Iloose
Firm
Dense
Very Dense
Very Soft
Soft
Medium
Stiff
Very Stiff
Hard
Drilling and Sarnpling Symbols
l-3/8" I.D., 2" O.D., except where
3" O.D., except where noted
Relative Density and Consistency Nomenclature
N-Value
O-4
5-l0
1l-3O
3l-5O
Over 5O
QU (TSF)
0=0,25
0.25-0.5O
0.50-1.OO
1.00-2.OO
2.00-4.OO
4. 00 +