HomeMy WebLinkAboutVAIL VILLAGE FILING 5 BLOCK 5A LOT P3 GENERAL LEGALVtuJ VJIc1,FJ1E \t*/ sA ;;r 73 1'--JOJ
oott lil9lrY IEtrElrPtlEl{I
Design Review Board
ACTION FORM
Department of Communaty Developtnent
75 south Frontage Road, Vall. Colorado 81657
tel:970.479.2139 tar;970.479.2452
web: www.vailgov"com
Project Name:
Project Descriptron:
P3&J CHANGE-GAMGE D@R DRBNumber: DR8070180
RNAL APPROVAL FOR ACHANGE TO THE APPROVED PI.ANS FOR THE REPI-ACEMENT OF
DCSNNG P3&J GAFAGE DOOR.
VAIL RESORTS DEVELOPMENT COM05/0U2007 Phone: 970'7542532
Pafticipants:
OWNER
PrciectAddress:
P3&J-FOUNDERS PARK
Legal DescripUon:
Parcel Number:
Comments:
137 BENCHMARK ROAD
AVON
co 81620
APPUCANT VAIL RESORTS DEVELOPMENT COM05/01/2007 Phone: 970'7542532
137 BENCHMARK ROAD
AVON
co 81620
384 GORE CREEK DR VAIL Location:
LoE P-3 Bloclc 5A Subdivlslonr VAIL VILLAGE FIUNG 5
2101-082-3900-3
SEE CONDMONS
BOARD/STAFF ACIION
Action: STAFFAPR
Date of APPronalz 05l 0L l2OO7
Cond:8
(Pl3N): No changes to these plans may be made without the wrltten consent of Town of
Vail staff and/or the appropriate rariew committee(s).
Cond:0
(PLAN): DRB approval does rct constlhjte a permit for building. Please consult with
Tourn of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cnnd:202
Approval of this project shall lapse and become vokJ one (1) year following the date
oi iinal approvat, unless a building permit is isued and construction is commenced
and is diligenUy pursued toward compledon.
Cond: u3
All development applicatlons submitted to the Tourn after the effectlve date of
Motion By:
Second By:
Vote:
Conditions:
It
Ordinance 26, Serles 2006 shall be subject to the pending employee housing
regulations in whatever form they are flnally adopted; provided, horvever, that if
tfie Tourn faib to acbpt the pending ernployee housing regulations by April 15,2007,
this Ordinance shall not apply b sr.rdr development applications.
Planner: George Ruther DRB Fee Paid: $2O.O0
1lp
TOWNOFVAIL, COLORADO Statement
Statement Number: R0?00005S9 Arnor:nt: $20.00 05/OL/2OO709:35 Alt
Payment Method 3 Cash Initr iISNotation: $/coPY o' KEIJIJY
Permit No: DR8070180 TlT)e: DRB-Chg to Appr Plans
Parcel tilo: 2101-082-3900-3
Site AddreEB: 384 GORE CREEK DR VAIIJ
I,ocatlon: P3&iI-FOUNDERS PARK
Tota1 Fees: 520.00
Thia Paymen!: $20.00 Total ALL Pmts: $20.00Balarce3 S0.00atlfa**tll*****+ttlttttlf++*{'+*t****t***+**f'}f++ff**t*******llf{.{r{r{.t{r++++++t+t+*t{'{"}+**t{'+*l
ACCOI,JNTITEM LIST:
Account Code Deacriptsion Current Pmts
DR OO1OOOO3T]-22OO DESIGN REVIEW FEES 20.00
tl
TOI4'N#
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 9il.479.2139 ful 970.479.2452
web: www.ci.vail,co.us
Prcject Name: FOUNDERS GAMGE SIGN DRB llumber: DR8050291
Project Descripdon:
FOUNDERS GAMGE SIGN
Pafticipants:
OWNER VAIL CORP O6I22I2W5
PO BOX 7
VAIL
co 81658
APPUCANT DAN FEENEY 06,12212005 Phone:845-2352
PO BOX 959
sTE 108
AVON
co 81657
Prcject Address: 384 GORE CREEK DR VAIL loca6on:
P3&J PARKING LOT/FOUNDERS PARK
Legal Descripdon! Lot: P-3 Blodc 5A Subdivlslon: VAIL VIII-AGE RUNG 5
Parcel l{umber: 2101-082-3900-3
Comments: SEE CONDmONS
WtWtttq-fi'ry{
6rtdl4+ 6mqu
Design Review Board I
BOARD/STAFF ACTTOI{
l.lotion By: Action: STAFFAPR
Second By:Vote: DabofApprovalt O6l23l2OOs
GondiUons:
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
@nd:202
Approval of this project shall lapse and becorne rroid one (1) year following the date
of final approval, unless a buiHing permit is issued and construction is commenced
and is diligenUy pursued toward completion.
Planner: George Ruther DRB Fee Paid: $57.00
o,ST DVAL \-dr'\
Ir Sign Application for Design Review
EW
Department of Community Development
75 South Frontage Road, Vail, Colorado g1657
teli 970.479.2139 fax: 970.479.2452
web: www.vailgov.com
I0t4 r
,czE:.qELrnrorTnaEfD t*_ __ j. '-r ,, .
...,. i.t .:rJ.
fll,J.fl"A::Hi3n^,0_e@st receive a.pproval prior to submitins a buirdins permit appiiiiiiriii.*pt,.Ete::- I '----
leJlo.tl'e subTittal requirements ror.ttre particurli.ppiJr.r *''Jt i;;ilH;.- iluiffiil;TffiHJl ,iJ[i;Ircot be accepted until all required information is reieived by the communitv o"u[rlpr.nt Department. Theproject may also need to be reviewed by the Town Council and/or ttr" prunning ana
-gnuironmental
commission.Design review approval tapses untess a building permit is issued and construction commences withinone year of the approval.
o,
(Contact Eagle Co. Assessor at 970-328-g640 for. p.rcel no.1
6)
H::"il:::*G)b@]D{f
'::@PH/IE ts-{r/tr/6t:D O
nvaAt I0 ff./k\? / ) * phnnc. /n6 / 61/ f- 4"T? I l)vlOwner(s) Signature(s)r / T*, ,( ,-
Name orAppricantt Dt) ftrntil ^-.1o
EI Conceptual Review NoFee - t7 ntr New construction $650 For construction of a new buitding or demo/rebuild. Gf ttr Addition $300 For an addition where square fo-otage is added to any residential or
E MinorArteration g2s0 ;:1ffi:?':*Ti*i"0;:iffi;,'::r':ii''lJ;*J::.:i%::ffi':::"r. Qrb(multi-family/commercial) reroofing, painting, windoi additions, 'landscbping, fences and
E Minor Alteration $20 l:P[il3Xi:,UTto buirdinss and site improvements, such as,(single-family/duplex) reroofing, painting, windoi additions, tandscaping, fences and
o chanses to Approved prans ,$20 l:f'l:lt-'Hlt'ftfians arreaay approved by prannins sraff or the'. Design Review Board.
OATE:
STAFF:
:-.",,1:o':s:
afurf 6.//2,/.ttsmil. c,xa,. ,4? r-la {6
-
a ^
Type of Review and Feej N,>$:n:r,rarReview lt"o*"
*$1'oopersquarefootoftotalsisnarea' J;
Physical Address:
Mailing Address!
tr Separauon Request No
ffi
IolvjvOFffillffiooT,
SUBMITTAL REQUIREMENTS
IOWN OF VAIL
DESIGN REVIEW
STAFF APPROVAL \
.L -ds
STAFF:.rG
General Informatipn
This application is for any sign that is located within the Town of Vail. Specific requii
Department of Communlty Development.
I. SUBMITTAL REQUIREMENTS
o.
D.
Name of Business:
Building name and physical
Written approval from condominium association, landlord, and joint owner, if applicable.
Type of sign (chect all that apply):
. EFreestandino Siqn)fidl sisn - -
FHanging / Projecting Sign
FDisplay Box
trDaily Special Board
trJoint Dhectory Sign
Fsubdivision Entrance Sign
Number of sions
Sign message:
Sign and lettel
1/q" = 1\:
)FfuiHing Identification
' D Mural
tr Window Sgn
tr Sign Program
tr Gas Filled/Fiber Optic
tr TempoGry Sign
tr Other
F.
l-.1
I
J.
K
L
Length of business frontage:
Height of sign(s) from grade:
Sign Location (attach a site p
proposed locrtion of sign(s)):
gp'lrsexistino: d
\,'".""^'d'2ryid;)"i1f"*"itW:F::xrt)il#ifepsu4)
i:iliWtWtffi6#"p?P4ffi'*"'
Materials and colors of si (attach samples):
Sign lighting plan:
Q Indicate gpe, loiation and number of fixtures.
E Indude height above grade. lumens ouFut, luminous area.
O nttactr a cut sheet for each proposed fixture.
M. Drawings showing how and whqre the sign pr awning will attach to the building and how the awning
wlrbeconstructed jW f/DrD { gilf
N. The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to determine
wheher a project will comply with Design Guidelines or if the intent of the proposal is not clearly
indicaEd.
I have raad and understand the above listed submittal requirements:
JOINT PROPERW OWNER
WRITTEN APPROVAL LETTER
J 'IJ >
' t r ' 'l
I, (print na'me) \- .' , a jolnt owner of propefty located at (address/legal
description)
provide this letter as written approval of the plans dated which have
been submitted to $e To^rn of Vail @mmunity Development Department for the proposed improvemenb
to be completed atthe address noted above. I understand thatthe proposed improvements indude:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's appllcable codes and regulatlons,
(Signature). (Date)
Page2of 4104128104
N. The Administrator and/or DRB may requlre the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a p@ect will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
NOTES TO ALL APPLICANTS
Time Reouirements
The Design Review Board meets on the 1st and 3rd Wednesdays of each month. A complete application
form and all accompanying material must be accepted by the Community Development Department prior
to application deadlines. A schedule of DRB meetings and associated application deadlines may be found
on the World Wide Web at http://ci.vail.co.us/commdev/olannino/drb/meetinos/default,htm
Review Criteria
The proposal will be reviewed for compliance with the Design Guidelines as set forth in T'itle 12 (Zoning
Regulations) and Tide 14 (Development Standards) of the Town of Vail Municipal Code.
Desiqn Review Board Meeting Requirements
For new construction and additions, the applicant must stake and tape the project site to indicate
property lines, proposed buildings and building corners. All trees to be removed must be taped. The
applicant must ensure that sbking done during the winter is not buried by snow. All site tapings and
staking must be completed prior to the day of the DRB meeting.
The applicant, or their representative, shall be present at the Design Review Board Hearing. Applicants
who fail to appear before the Design Review Board on their scheduled meeting date and who have not
asked in advance that discussion on their item be postponed, will have their items removed from the DRB
agenda until such time as the item has been republished.
ff the DRB approves the application with conditions or modifications, all conditions of approval must be
resolved prior to the issuance of a building permit.
Staff Aporoval
The Administrator (a member of the planning stafQ may review and approve Design Review applications,
approve with certain modifications, deny the application, or refer the application to the Design Review
Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision
is subject to final approval by the DRB.
Pase 4 of 4/04/28/04
,^.-1+{I\^ \[s;)
NYNfruny
HOW DID WE RATE WTTH YOU?
Town of Vail Survey
Community D evelopment D eparbnent Russ el I Fonesl Director,
(970)47s-213s
Check allthat applies.
1. Which DeparFnent(s)did you contact?
Building _ Environmental _ Housing_ Admin
Planning DRB _ PEC
I 2. Wrryourinfialcontactwitirourstafiimrnediate-slow or i..,, .. .:. :,
no one available ?
3. lf you were required to wait, how long was it before you were
helnpd?
4. Was your.project revieured on a timely basis? Yes / No
(knowledge; responsiveness, availability)
7. Overall efiect'veness oi tre Front Service Counter. 5 4 3 2 I
A. Wilat is the best time of day for you to use the Front Service
Counter?
9. Any commenb you have which would allow us to beter serve you
nexttime?
Thank you for taking the time to complete this survey. We are \
commited b irnproving our service.
lf no, why not?
5. Was this your first time to fle a DRB app- PEC app-
....rr. .:.;i. .1,.i: ,:: Bldg Permit- N/A
6. Please rate fte performance of the stafiperson who assisted you:
54321Name:
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t*+++t*+f'i*'}**ff*+*+{'**+l+*****+*aa++t+++l*ltlt+*+a*t+*++*++++t+*tt**********t'tfl.l!f+**********
TOWNOFVAIL, COLORADO Statement
Statement Number:
Pa)rment Method:
PETERSON
R050000908 Amount: S57.00
Check
06/22/2ooso3:32 PMInit; iIS
Notatj-on: 7051/BAIL,EY &
$57.00
**f*********************t*************l***********ll+***++*++**t*t****+a*rt*:t:l'|******+*l*****
ACCOUNT ITEM LIST:
Account Code Descriptlon Current Prnts
Permit No:
Parcel No:
Site Address:
IJocat.ion:
This Palment :
DR 00100003112200
sP 00100003124000
DR8050291 T)4)e: DRB
2101- 0 82 -3 900 - 3
384 GORE CREEK DR VAIIJ
P3&'I PARKING IloT,/ FOI'!{DERS
DESIGN REVIEW FEES
SIGN FEES
- Sign Applieation
PARK
Total FeeE :
Total ALL Pmts :
Balance:
9s7.00
957.00
90.00
50.00
7.OO
MEMORANDUM
TO: Longlel Donaldeon
FROM: MaryAnn Best
DATE: June 3, m05
SUBJEGT: Founders Garage Park Easement
Attach€d is the recorded €asemont for the parlr on top of Founders Garage. Please place it in the
fire safe.
Attachment
xc: ryfikGreg Hall
Town Attomey File
ilril il]tr|lffi ililr utn liltt ltil til tillt..k J Bll|onton Eagl., co t74
PARK EASEMENT AGREEMENT
.?r# a"v "f
ARK EASEMENT AGREEMENT (this "Agreement") is made as of the
, 2005, by and between VAIL ASSOCIATES
HbEorNCs,-rm@Ownet'), and the TowN OF VAIL, a municipal
corporation and political suMivision of the State of Colorado (the *Town").
FOR GOOD AI\|D VALUABLE CONSIDERATIoN, the receipt and sufficiency
of which arc hereby acknowledged, Owner hereby grants to the Town, alrd the Town hereby
accepts, an easement (the "Easement") upon, acros and over the surface of the "Park Area"
(defined below) for the use and enjoyment of the same for recreational purposes that are
consistent with ordinary uses for public parks within the Town that are of a size commensuatc
with the Park Area, including but not limited to, picnicking, sight-seeing, and bird warching (the
"Park Uses"), and also for the subjacent support of the surface of the Park Area by those
rmderlying zubterranean areas owned by the Ovmer. The *Park Area" shall rnean that certain
real prbperty in the Town of Vail, County of Eagle, State of Colorado, which is presently owned
bV dwner and is legglly described on s[j!i1-1! attached hereto and incorporated herein by this
reference. The Easement is granted and acceprcd upon the following terms and conditions:
l. The Easement shatl be for the use and benefit of members of the general
public (collectively the "Invitees'), all ofwhom shall be regarded as invited guests ofthe Town
ior purposes of C.R.S. $ 3341-103. It is mutually intended by the parties that the Owner have
tne futf tenegt and protection of the provisions of C.R.S. $ 3341-103. The Ovvner specifically
agrees that no charge shall b€ levied upon and no revenue shall be collected from any Invitee for
any entry into the Park Arca for the use and enjoyment of the Easement.
2. The Owner may limit and regulate the scope and extent of the uses to be
enjoyed as Park Uses, especialty given the limited size of the Park ArEa, as deterrnined by Ovmer
in its ordinary business judgrrent (including, without limitation, regulations and limitations to
protect the Owner's interests in relation to the Park Area), but after good faith consultation with
and due consideration ofinput from the Town, and provided that such limitations and regulations
must be generally uniform in nature and may not discriminate bstween the Owner (or its
successors) and the Invitees in the proper enjoyment ofthe Park Uses In connection therewith:
(a) The Owner may post notices of pertinent limitations and
regulations. Any infraction of any posted limitation or regulation, or any ur€ or activity
within the Park Arca that is unlawful or materially inconsislent with the intended
purpos€s of the Easement, shall be outside the scope of the Easement and may be
rega,rded by the Owner as a fespass upon the Park Area The Owner will have rights
against the pertinent Invitee(s) to exercise such remedies as may ordinarily be available at
law or equity for a tespass, and may also preclude access to affected portions ofthe Park
Area for appropriate periods of time and resort to other lawful self-help remedies in order
to prevent the continuation or, or mitigate the effects of, any such fespass or series of
trespasses. Owner will consult in good faith with the Town before exercising any such
self-help remedy (orcept in cases of emergency necessitating immediate action, as
determined by Owner in its ordinary business judgment).
ililtx
R 38.
642O7.i Z RCn$l
SKLD LG t72.20 -29.20 EG 91L288-2005.001
(b) In connection with any enforcement action for a trespass, Owner
will be entitled to rccover, from the trespassing Invitee(s), Owner's oosts of enforcement,
including attomeys' fees. Enforcement of Owner's rights under this paragraph 2 will be
at Ownei's sole election, and Oumer will have no obligation to enforce its rights for the
benefit of fire Town or any Invilees. Owner will have no obligation to the Town or any
Invitees to establistr security for or otherwise police or manage activities within the Park
Area. The Easement rights in favor of the Town will include the right to come upon the
Park Area and enforce its laws as it may do so in any public place; providcd" however,
that the Town agrees that it shall solely bear any liability that may result therefrom, and
that it shall pay any sums, costs or expenses, including attomeys' fees, that Owner may
incur in connection with any such liability or claim thercof. The Easement will not
include any rigbts of the Town to improve or make alterations or modifications to the
Park Area
3. Notwithsandhg the Town's acceptance of the Easement grant hereunder,
the Town strall not have any obligation or responsibility for maintenance of the Park Aree and
any maintsnance to be rmdertaken wi[ bs borne solely by or through the Ovmer. Any
landscaping or other improvements to the Park Ar€a will be undertaken in accordance with the
generally prevailing legal requirements of the Town as applied to the Pak Area (inctuding any
arising under any applicable design or developrnent plans approved by the Town).
4. The Easement shall be non-exclusive, and the Ovmer will retain all rights
to use and enjoy the Park Area for any us€s or purposes that are consisteot with the Park Uses as
establistr€d hereunder. In any event these rctained rigirts may include, without limitation, the
following:
(a) Thc constnrction, installation and location within the Park Area of
paved walks and stairs (and snowmelt frcilities therefor), landscaping, park benches, and
other furnishings and improvemeDts asociald with park or pedestian uses. Ovmer will
also have the right to alter, modify, maintain or r€move any zuch landscaping fitmishings
or improvernents from time to time. All furnishings and improvements that may tle
undertaken shall be in accordance with the Town's generally prevailing develop'ment and
desigr reguirements, as applicable.
O) Utilities useq and specifically (and again without limilation) the
grant of easem€nts to ulility zuppliers for the locatioq use and enjoyment of utility
facilities witbin the Park Area.
(c) The construction, modificatiorL alteration, maintenance, use and
enjoyment within or adjacent to the Park Area of a pavilion building, vehicular entrances
and exits, stairs and stairwayg and other improvements and facilities (collectively the
"Parking Appurtenances') thal provide access to or are othenvisc associated with the use
and eqioyment of subterranean parking garage facilities to be located in part under the
Park Area (the "Garage"), and access ov€r, on and across the Park Area to and from the
Parking Appurtenances. As part of the Owner's rights under paragraph 2, Owner may
establish and enforce rules, regulations and measures (including security systems) for
114!076 2 Bcnsr 2
L'72.20.29.20 EG 977248-2005.OO2SKLD LG
o
purpos€s of limiting access to and the use and enjoyment of the Parking Appurrenances to
owners of interests in the Garage and their invitees.
5. Nothing herein shall be deemed or construed as a gant or public
dedication of the fee oo"tenliip interests in the Park Area, and the Owner shall retain those fee
ownership intercsts io all respects, it being the intention of the parties hcreto that the sole
prop€rty interest conveyed herermder is and shall be the easement rights in favor of the Town
lhat constitute the Easement, as the same is governed by the other provisions hereof.
6. The term of this Agreement and the Easement shall be in perpstuity;
providd however, that in any event the Town shall retain the power and authority to amend,
modifi or lerminate this Agfeement and the Easement pursuant to any fiuther agroement made
mutually with the Owner, which further agrcement may be approved and adopted by the Town
by resort to the same procedures by which this Agteement has been approved and adopted by the
Town.
7. In the event any litig3tion or tegal proceeding arises out ofthis Agreement
between the Ovrner and the Toum and is prosecuted the final judgment, the prcvailing party shdl
be entitled to recover from the other (and the presiding court will be bound to award) all ofthe
prevailing party's costs and expenses incurrcd in connection therewith, including reasonable
attorneys'fees.
8. This Agreement shall be binding upon and inure to tlre benefit of the
Town and the Owner and the Oqmer's successors in interest in the ownership of the Pdk Arca.
References herein to the *OwneC' shall mean from time to time the party or parties that are then
the owner and holder of record fee title to the Park Area No Owner shall havc any liability for
obligations, if any, accruing under this Agreement following the term of such Owner's
ownership. Any Owner may delegate and assign its rights and obligations hereunder to any
ownels' association forured with powen of govemance in connection witb the Garage and Pa*
Areq and such association shall become solely rcsponsible for those obligations to the extent the
association assunes zuch obligations accruing dr.uing the term of the assignment and delegation.
Rights to enforce the Easement will be and remain vested solely in the Towr1 and no Invitee
shall have any enforcement rights, The Town may not assigr or delegate the Easement or any of
the Town's rights or obligations hercunder, and at Owner's eleclion any purported assignment or
delegation by the Town will be null and void ab initio and/or constitute a brcach by the Town of
this Agreement.
9. This Agreement shall be govemed by and construed in accordance with
the laws of the State of Colorado.
10. This Agreement may be executed in counterparts, each of which shall
constitute an original, and which together shall constitute one and the sarne agr€ement.
[Brlance of pege intentionally left blankl
6a2orri ! f,cnsH
1_72.20.29.20 .EG
tJ
9tr2a8-2005 - oo3SKLD LG
IN WITNESS WHEREOF, Owner and the Town have made this Park Easement
Agreement as of ttr day, month and year first above written'
VAIL ASSOCIATES HOLDINGS. LTD.,
a Colorado corporatron
t|Frrtrbfr-vi.|'Flcllrqtt#tn *'n';&w.
-- '4-rotbK By:
Name:
Tirle:
STATEOF COLORADO
COIJNTY OF EAGLE
6410t6 2 ICFISH
SKLD LG I72.20.29.20 EG
P* The forecoine inskument q'as acknowledged beforeifrt fld..L .zd'os,-uy filarfLo- D.Kphi u
r'ail Alsociates Holdings' Ltd., a Colorado corporation'
)
) ss:
)
my hand and official seal.
expires: 1 lt of'
[Signature Blocks Continued on Nert Pege]
4
911288-2005. O04
me this
sr.
ffii":ls
TOWNOFVAIL,
a municipal corporrtion snd politicd
subdivision ofthc Statc of Colomdo
STATEOFCOLOMDO
COI.JNTYOF EAGLE
Witncss my band rod otficial scal.
Mycocrmissioncxett-t VX/A*
SKLD t72.20.29.20 EG 9LL2AA-2005_OOs
r- --'--
EXIIIBIT A
l,egd Description for Perk Aree
(see attached)
A-l
SKLD LG 772.20-29-20 EG 9r12AA-2005.OO6
r-:-'-t.
I
I
I
I
I
SKLD 9rr28A-2005. 007t'72.20.29 .20
TOWN OF VAIL FIRE DEPARTMENT O VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
Job Address:
Location.....:
Parcel No...:
ALARMPERMIT
384 GORE CREEK DR VAIL
384 GORE CREEKDR
2t0108239002
Permit #:
Status . .
Applied.
Issued .
Expires .
VAIL CORP
PO BOX 7
VATLco 81658
License:
TRI PHASE ELECTRIC
0325 HARDSCRABBLE ROAD
GYPSI'M CO
81537
LLcense: Itu-E
ATM SECURITY
PO Box 2856Dillon, Colorado
8043s
Li-cense: 686-S
$0.00
s0. o0
s0.00
s3.00
$r ,247 .50
Total Calculated Fees->
Additional Fees----->
Total Permit Fee---->
Payments----------------->
BALANCE DUE..----->
$r ,2a'7 .50
$0.00
st,247 . so
sL,247 .50
s0 .00
ProjectNo ,?g o,y*oo4g
OWNER
APPLICANT
CONTRACTOR
Desciption: NEWFIREALARM SYSTEMFORPARKINGGARAGE
Valuation: $27,000.00
,i*r*,|**,rr**r*r:t *i.l*{**r**r**.t r'r***rt *|.'r,**rr,rL,r*:r:}r.i.r.* FEE suMMARy
Electrical----->
DRB Fee-------->
Investigation--->
Will Call------>
TOTAL FEES_>
09/03/2004 Phone:
09/03/2004 Phone:9'7 0-524-7135
Ll, / 30 / 2004 Plrone :(970) 389-s007
A04-0057
Po (-'oo (8
.: ISSUED
.: O9lO3/2004
.: 1211012004
.: 06/08/2005
Approvals:
Ilen: 05600 FIRE DEPARTMEIIT
09/22/2004 mvaughan
L2/08/2004 mvaughan
Action: DN conEractor on
Action: AP
application is noE fire alarm
CONDITIONS OF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, flrlled out in full the inforrration required completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the infonnation and plot plan, to comply with all
Town ordinances and state laws. and to build this structue to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Toy{applicab
BY TELEPHONE AT 479-2135 FROM E:00 AM - 5 PM.REQUESTS FOR INSPECTION SEALL BE MADE TWENTY.FOUR
OR CONTRACTOR FOR HIMSELF AND OWNER
********+*+++*******++*+++++******+++++++f**********f,*********t't+*'t+++f+{.+++++++*+**++***+**
TOWNOFVAIL, COLORADO Statement
't********************+*+************f***f,*'tt*+1.{.1*1.******i*t*******t*************,}**'}********
Statement Number: R04000?249 Amount: 5I ,247.5O t2/t0/200403:36 PM
Palment Method: Check Init: DDGNotation3 Aim Securitv
0l-9 0
Perrni t No: A04-0057 ll!.tr)e: ALARM PERMITParcel No: 2]-0708239002
210108239003
SiTe Address: 384 GORE CREEK DR VAILLocalion: 384 GORE CREEK DR
ToEal Fees: $1, 247 .50This Payment: 51,247.50 Total ALL Prnts: 5L,247.50Balance: S0.00
++t***********t******'i++*'l'|+***********ti**+**+++*ff**************+i!+*+****f,i********l'{'+,1':lt*+
ACCOT]NT ITEM LIST:
Account Code Description Current Pmts
BP OO1OOOO31,11-1OO FIRE ALARM PERMIT FEES 1,012.50
PF 00100003112300 PLAN CHECK FEES 232.00
WC OO].OOOO31128OO WILL CATL INSPECTION FEE 3.OO
ffi
MWNOFVAILIY
,hotl156+-)
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
REVISION TO TOWN OF VAIL'BUILDING PERMIT
CONTRACTOR INFORMATION
75 S. Frontage Rd.
Vail, Golorado 81657
General Contractor:
A, 4",. 5"a v,r i i Y
Town of Vail Reg, No.:
GSb.S
Contact and Phone #'s:
3bq- fc'ts+
ATTENTION: JR, CHARti|E, GREG,5ER3
cXntracfi Sisnatye:
'/.-1r.ZL 1-?_-^
OMPLETE REVISED VALUATIONS FOR PERMIT (Labor & Materials
REVISEO AMOUNT: $ELECTRICAL: $OTHER:$
PLUMBING: $MECHANICAL: $REVISED TOTAL: $
c
For Parcel # C
******r***********r*r****rr.****{Ro uTlN G INFORMATION FOR oFFlcE usE o N Ly*****i.***********r.*****************
,rL/
\\. ? 0'' '
or Parcel # Contact Eaqle County Assessors Office at 970-328-8640 or visit www.eaqle-countv.com
Job Name:Job Address:
Legal Description ll Lot: ll Btock: ll fiting:Subdivision:
Owners Name:Address:Phone:
ArchitecVDesigner:Address:Phone:
Engineer:Address:Phone:
REASON FOR REVISIONS:
P*c \ike U61\^ql,,N
)r.I ar ^,'-{. .l N t Re a.,l af nt.
'CI,a- 1 ; aq AJr\\t o f l': rri-r^.fo T
per-t-. i-l- fc A,.r l<Ct^.f,'t /
BUILDING DEPARTMENT:PLANNING DEPARTMENT:
i;. {T
C:\windows\oesktop\DFL9RESrtFOwevis/031d(O*;--oR{10t16t2402
mmlNwn
Frontage Rd.
81657
Alarm conlr6clor:
mr, ,,Qr wtLL Nor BE AccEPTED tF lNcoMPt
SS ll"'.
tiulldlng Permlt #:
Alarm Pormit #:
9f $17 9-21 3 5 (los lloelisn s )
INFORMATION
Conlac{ and Phons #'s:
otl-oo
l ijLlAND
()-5 /-q--l I
FlreAlarm: $
COTPLETE VALUAIONS FORAI-ARil PERMIT (Labor & Materials)
Job Address: Bbt GOfc C g6(_tJobName: ?3+J ?o.rln.o Lsf>
or vlslt for Parcel *Conbct
Typeof Bdg.: Single-famlly( )
Drvelling Uni&r buildlng:
Exist l $
RECEITEO
.,'li J
.-.*.'.
07n4finoz$VrTUsb\cd6AFORMS\PERMITS\ALRMPERM.DOC
PREPLAil INFORTANON SHEET
VAIL FIRE & ETTIERGENCY SERVICES
BUILDING INFORXIATION :
BuildingName: Y5F
Street Address & Phone #:
Alarm Panel Location:
Alarm Silence & Rest
Knox Box tocation: ?AVrLtoS DocL
Leve L 4 ?,+c rr oc
RPS': Names & Phone Numbere (work & home):
owner VAtu Ass.ccrA-te>
Property Manager:
Property Maintenance Manager:
Alarm Service Company: TFD
BUILDING UTILITIES:
Gas:
Main Location:
Other Locations:
Electric:
Main Location:Lbvel- |
Sub-Panel Locations:
Water:
MainValve t-ocation: L€vFL 0-, SP0r nl-r'(r Qoutq
llMain Fire Valve Location:
Secondary Water Valve Locations:
WaiMabtcdedFORMS\PERMITS\ALRIIPERM.OOC
vn4nwz
TOWNOFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81557
970479-2738 -j
;rll*** oF coMMU*,t or*rt**
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
. i ,_, ^ t/ $
NEWCoMMBUILDINGPERMIT Permit # 80tL0018 DL>Oq- UU t
Job Address:384 GORE CREEK DR VAIL Status . . . : ISSUED
Location....:366 HANSON RANCH ROAD Applied . . : 03/03/2004
Parcel No...: 210108239003 Issued . . : 05/20/2004
Expires . .: 71/76/2A04
coNrRAcToR HYDER CONSTRUCTfON, rNC 03/03/2OO4 Phone: 303-825-1313
543 SAI.ITA PE DRrVE
DEIiMER, CO
80204
L,icense: 109-A
APPIJICANr Vail Resorts Development Co 03/03/2004 Phone:
POB ?vail, co
81658
License:
OWNER VAII, CORP Phone:
PO BOX 7
VAIIJ
eo 815s8
Desciption:TownofVailAdiustedValuation: 6,476,800.00
NEW I]TTIDERGROITI{D, CAST IN PLACE CONCRETE PARKING STRUCTURE,
PARK PAVIIJION, PARKTNG DECK
Occupancy ?y?e
Tota1a...
Factor Sq Feet Valuation
52,145 i6,475,800.00*
Fireplace Infomuti,on: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pelleh 0
FEESUMMARY
Building->$25, s 99 . SoReshrarant Plan Review-> S0 . 00 Total Calculated Fees-> i42 ,242 .6't
Plan Check->$ 15, 63 9 . 8 TDRB Fee----> S0.00 Additional Fees-> $0.00
Investigation-> S0 .ooReceation Fee--> $0.00 Total Permit Fee-> $42,242.67
Wifl Call-> $3.00clean-up Deposit-> $0.00 Payments--> 542,242.67
TOTALFEE$->542,242.61BALANCEDUE-_> 90.00
Approvals:I€dm: 05100 BUIL,DING DEPARTTIIEMI
O5/t4/2oo4 JRIti Actj.on: AP
IIEM: O54OO PLANNING DBPARTMENT
o5/t7/2oo4 rf Action: coND
Item: 05600 FIRB DEPART{t{E[flf
o4/2L/20o4 mvaughan Action: AP
Item: 05500 PttBtIe WORKS
05/t3/2oo4 ls Action: DN Awaiting for vail Resorts or Hyder
construction to
provide Pw with aO" ,oting informatj.on. tt
1. RevocaSle Right of Way Pemj.ts for the proposed soil nailing within ROw.
2. Vail Resorts to provide a signed Development Agreement to the Town for the
land at the
Private Ship Park.
3. Eroison control plan and grading permit for storage dirt piles within the
of Vail
linits, on Vail Mountain.
o5/17/2oo4 Ls Action: AP fax copy of the Revocable Row permit
reciewed and
eroaion control plan for dirt stock piles within ToV limits.
Item: 05550 ENGINEERING
See page 2 of this Document for any conditions that may apply to this permit
DECLARATIONS
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 as required is correct. I agree to comply with the inforstation and
plot plan, to comply with all Town ordinances and state laws, and to build this structue according to the towns zoning
and subdivision codes, design review approved Uniforrn Building Code and other ordinances of ttre Town applicable
thereto.
REQI,]ESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-21 AT OUR OFFICE FROM 8:00 AM - 4
SIGNATURE OF OWNER ANDOI^/NEF
PAGE2
CONDITIONSOF APPROVALPerrrit# B04l-0018 asof05-20-2004 Status: ISSUED
PermitType:NEWCOMMBUILDINGPERMT Applied: 03/03/2004
ApplicantVail Resorts Development Co Issued: 05/20/2004
To Expire 77/16/2N4
job Address:384 GORE CREEKDR VAIL
Location:366 HANSON RANCH ROAD
Parcel No: 210108239003
Description:
NEW UNDERGROUND, CAST IN PLACE CONCRETE PARKING STRUCTURE,
PARK PAVIUON, PARKING DECK
Conditions:
Cond: CON0006428
EnEy: 05/17/2004 By: RF Actiort AP Public Works and/or planning need to approve
of sedement mitigation for dirt storage prior to the creation of dirt piles. Fnfry: 05/17/20M By: RF Action:
AP AII dirt piles that are left on site without
activity for more than 3 montfu must be reseeded with a native seed mix or the VR seed mix
used on VaiI Mountain. Enfry: 05 / 77 / 2004 By: rf Action: AP Only approved for 1 08 parking spaces as per
the approved PEC and DRB plans. Entyt 05/17 / 2004 By: ls Action: COND Due to some construction
streetscape work on
Hanson Ranch Rd. a new box culvert needs to be install in the fall of 2004. The new planter
at the intersection of Hanson Ranch and Mll Creek chute must be coordinated to allow
delivery of box culvert.
Contact Scott Blumh TOV or Bob M. B&B Excavating.
Contractor must communicate during construction.
*i*t+ **+*** *+ +*+ial *i*+t+* * t * ++ I l' +:*i a l +*** | I ** **t a* t + * f * ++l * * * t*t +r t** * 'i 't+ +ttl * +
'1.
t * * * +** * * **
TOWNOFVAIL, COLORADO Statementt+l't*rt*rlr'l*'|r*++*a*t+{ll"i+*tt**tl+t*'|f**+**t*ft*******+++t*+rt'*i***a*f **+*at***t*++*r*+*++*
statement Nuiber: Ro4oo05854 Amount. ! 142,242.67 05/Lg/200407:56 Ail
Payment MeEhod: Check Init: ifRlt!
Notation:
Permit No:
Parcel No:
2LOLOA239002
Site AddreEs :
Irocation:
00100003111100
00i00003112300
00100003112800
3 84 GI'CRE CREEK DR VAIIJ
356 HAI\TSON RANCI{ ROAD
$42,242.67
BUILDING PERM]T FEES
PLAN CHECK FEES
I'llLL CALL INSPECTI0N FEE
Total Fees: $42,242,67
Total AIJ-, PmtE: 542,242.6?
25 , 599. 80
16. 639. 87
3 .00
804-0018 T)4)e t NEW COMM BUIIJDING PERMIT
210108239003
Thls Payment 3
Balance:$o. oo
+*t*+ *++ *tt+ + + *+t i*'i*** **l' l' + +**i+ * **l' + + * a ** *i* + ** i t.t *+* * ** i** + r ** **** * * * ** t **** * * I * * | * * 't *+ +
ACCOI,JNT ITEM LIST:
Account Code Descni pti on Current Pmts
BP
fl
|tiC
oFdr#r'itipy
drd'
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
out''"r*T oF coMMrJNrrY DEVEL'.il*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW COMM BUILDING PERMIT Permit # 804-0018
Job Address: 384 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: 366 HANSON RANCH ROAD Applied . . : 0310312004
Parcel No...: 210108239003 Issued . . : 05/2012004
PcJeS'oe+ Expires. .: ll/16Do\4
Ptzd otf-oo*?
coNrRAcToR ITYDER CONSTRUCTION, rNe $/03/2004 phone: 303-82s-1313
543 SAIITA FE DRIVE
DEI\TVER, CO
80204
. License: 109-A
APPITICAIiIT VaiI Resorts Development Co 03/03/2004 Phone:
POB 7
vail, CO
816s8
I-,icense:
OWNER vAfIJ CORP Phone:
PO BOX 7
VAII,
co 8L558
Desciption: Town of Vail Adjusted Valuation: 6,639,550.00
NEW IJNDERGROUND, CAST IN PITACE CONCRETE PARKING STRUCTT]RE,
PARK PAVIL]ON, PARKING DECK
Occupancy
Fireplace Information: Restricted: Y
Ilrce
Tota1s...
Building--> 526 ,'J-94.75 Restmrant Plan R€yiew->
Plan check-> s17, 026 - 59 DRB F€e-->
Factor Sq Feet Valuation
52,L45 $6,539,550.00*
FEE SUMMARY **aat'ra+*at*tra*****ar:ra'r*ar+ar'tatraa+'|ta*aa'lar*a'!**a*'r*l'*aa
so, oo TotalCalculated Fees--> 943,384.34
S0.00 AddilionalFeos----->s0.00
S0. o0 Total Permit Fee-----> $43,384.34
gO. OO Palments--__.--> $43 , 384 .34
# ofGas Appliances: 0 # of Gas togs: 0 # of Wood Pellet: 0
Inv€stigation->
Will Call--->
So. 00 Recreation Fee-------->
53 .00 Clean-uP DePosit->
TOTAL FEES----..> S43 , 384 . 34 BALANCE DUE-_-->$0.00
Approvals:Item: 05100 BUILDTNG DEPARTMENT
o5/L4/2oo4 JRNI Action: AP
Itemr 05400 PLJANNING DEPARTI'{EIiIT
o5/L7/2oo4 rf Action: coND
Item: 05600 FIRE DEPARTMBII
o4/2t/2oo4 mvaughan Action: AP
Item: 05500 PUBLIC WORKS
OS/:-3/2OO4 Is Action: DN Awaiting for Vail Resorts or Hyder Constru
provide PW with the following information.
1. Revocable Right of Way Permit for Ehe proposed soil nailing within ROw.
2. Vail Resorts to p.o*. a signed Development eg..*nt to the Town for the 1an,
Private Ship Park.
3. Eroison control plan and grading permit for storage dirt piles wiehin the Town
limits, on Vail Mountain.
o5/L7/2oo4 Ls Action: AP fax copy of the Revocable ROw permit recj.e'
erosion control plan for dirt stock piles within TOV limits.
IIEM: 05550 ENGIITEERING
tt.l'tt**t'i*|**'|''***++ltt'*l||l|.|.||+*t'|tlt|t*t*.|l|t|l1t|lt'l|l|t*lt|*l*|*ll|ll*ft*tllt+|+t|+|*r|t|***'ti**{||***ii
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOIjRS TELEPHONE AT 479.AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNATURE OF OWNER ANDOWNEF
PAGE 2
**'}*'8**'|t****,|.,*'|'|.****'}*:|.'}:|t,|t'.!**,|***+,t't*,**:*'t+!t***,}:|t'}*'t*{.**'l**'|*'}!*****'|****'|***,t***4.**********
CONDITIONS OF APPROVAL
Permit # 804-0018 n of 07-29-2004 Status: ISSUED
* 't*'t,f *'** * ***'i* ********'t*,i '|,i* * ****'*tfit *'t ****f ***{.,}*,}{r*tt t*****'t***,*!t't *,t * {. * * + * *,} * *,* *:t * * !r *:* !* *.r * * 'f *****f ******
PermitType: NEW COMM BUILDING PERMIT
Applicant Vail Resorts Development Co
Applied: 03/03/2004
Issued: 05/20/2004
To Expire: 1l/16/2004
Job Address: 384 GORE CREEK DR VAIL
Location: 366 HANSON RANCH ROAD
ParcelNo: 210108239003
Description:
NEW T]NDERGROT]ND, CAST IN PLACE CONCRETE PARKING STRUCTURE,
PARK PAVILION, PARKING DECK
Conditions:
Cond: CON0006428
Entyt 0511712004 By: RF Action: AP Public Works and/or planning need to approve
of sedement mitigation for dirt storage prior to the creation of dirt piles. Entry: 05/17 12004 By: RF Action: AP All dirl
piles that are left on site without
activity for more than 3 months must be reseeded with a native seed mix or the VR seed mix
used on Vail Mountain. Entry: 0511712004 By: rf Action: AP Only approved for 108 parking spaces as per
the approved PEC and DRB plans. Entry: 05117/2004 By: ls Action: COND Due to some construction sheetscape wor
Hanson Ranch Rd. a new box culvert needs to be install in the fall of 2004. The new planter
at the intersection of Hanson Ranch and Mill Creek chute must be coordinated to allow
delivery of box culvert.
Contact Scott Blumh TOV or Bob M. B&B Excavating.
Contractor must communicate during construction.
+* {. * * ** **** * **** * * * ** * * * ** * + ++* i * + *t* t * * +* +* * tt ** *** * +* * ** ** * * * ** +** t t+ lr * * ** * ** ** * * * * * ** *+ +*
TOWN OF VAIL. COLORADO Statement
* t ++t * * * * * * *** ** +** * I t * *** *** l* +*'tf + '} * *** I * * * * * t | *i * * * * * ** * * + ** * * * * * * * * a * * * * * l. f +t + + * * i **** + *
Statenent Nrudber: R040006297 tunount 3 $1,141.67 07/29/2OO4O2:43 PM
Palment Method: Check fnits: DDG
Notation: Hyder
Construction I\c, 49271
Permit No: 804-0018 Tlpe: NEW COMM BUILDING PERMIT
Parcel No: 21010823 9 003
270LO8239002
SiIe Addregs: 384 GORE CREEK DR \TAIIJ
Location: 355 I{AtilSON RANCH ROAD
Tota1 Fees: $43,384.34
Thia Palment: $1,141.6? Total ALL Pmts 3 $43,384.34
Balallce: 90.00
:t ** * * * * * * * ** * * * ** + + *+{.*+ + +{.++*** * * **+* * * * t* +** **** f,**t +t + * l' ** .. f * *+ + ** t +t*** **** * *** t *t + + * +* *
ACCOIJNT ITEM LIST:
Account Code DescfiiDtion Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
594. 95
546.72
.e# tNt$
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN
REVISION TO TOWN OF VAIL BUILDING PERMIT
75 S. Frontage Rd.
Vail, Colorado 81657
tl
CONTRACTOR IN FORMATION
General Gontracton
hLtw.Ama- r*-
Town of Vail Reg. l{o.:
lg-/4
Contact and Phone #'sr Cfr) AzfirtrlDooafrn,*t tlnAtEz'Sztl
ATTENTION: JR, CHARLIE, GREC, DORTS
COMPLETE ihror,okFoR pERMrr {Labor & Materiats
REVfSED AMoUNT: $ nt:@ ELECTRICAL:$ /f OOA
REVISED TOTAL; $PLUMBING:S e.tsa
For Parcel # Contact Assessors Office at 970-328-8640 or visit www.
2lolo
JobAddress:39t &38 cJob Name:Vret P*cJr- ? etwn c 16O
Legal Description
ON FOR REVISIONS:
E6poSoN aF {RlPl'(.O 'Exran>rD
Breac-r 6P;*OC- ftf l#vd A 3 -t o AD t P*r46t0E s?rrce1
?e?fiL 6/ Lt1,Jro -
r**r*r*r*r***.rffir*.*****+**RouTlNc INFoRMATION FOR OFFICE USE O N LY*|!r**ffi**r*r*'**i*****.ir'Hi}l}
BUILDING DEPARTMENT:PLANNING DEPARTMENT:
C:\rrindows\OesktopUFLORES INFO\Revised Bldg permit.doc 10/16n002
o
BUILDING PERMTT #
THIS CHECKLIST MUST BE COMPLETED BEFORE REVISON PERMIT APPLICATION WILL BE
ACCEPTED:
. NEW REVISION APPLICATION FILLED OUT
. PAGES OF DOCUMENTS BEING REVISED
. PAGE #'S BEING REVISED l,lUST BE HIGHLIGHTED OR BALLOONED
Jet eA er6,e gf. ficl
JOB ADDRESS: -?2 f*rpr-^o %^rr. G*.s y'*rf
REASON FOR REVISIONS
DRB APPROVAL IF NEEDED
. 2/ sets oF REvtsEDpLANs
ARCHITECT /ENGINEERED DRAWINGS STAMPED
Appllcantts signatr^:, e:
Date of Submittal: _
Received By:
TOI#N OT VAIL
APPLICATION
o
WILL
tl
'o00vN or B E Ac cnryEE f ff B" r.rJ|.jo":i}rs$!
Buildinq Permit #:
MMIOPVAIL
75 S. Frontage Rd.
Vail, Golorado 81657
CONTRACTOR INFORMATION
General Contractor:
/kOeZ (arogmrnrnn. r^ro
Town of Vail Reg. No.:
/aq-tu
Contact and Phone#'s: W4 TFUFp(s) BtG ruz
Emaif addresst Z dthomcso*C AqdA Lnc. (pm
ContractorSignature: \ , -
\_)e-^-_- -,/ \....
GOMPLETE VAL/A}NS BUILDING PERMIT (Labor & Materials
BUILDfNG: $ 5:6OO,O@e ELECTRICAL: $ j@,O@a ffiEFt** Bn,oo a
PLUMBING:$ /ff6.666 o MECHANTCAL: g 4b? . g@ @ rorAL: $ 641L O&) -
For Parcel # Contact Assessors Office at 970-328-8640 orvisit www.
Eilffili* ltotoB23g@s f 2toto82 3?oo7
JobName:l&z t?ar i 6r*r*@fu ;\JobAddress: JU ,&nasr^r llrr*la+ RO
Lesar Descriptio" ll r-ot'{tr} ll ero"r'5:^4 ll ririns, trtprtr ll suuoiui"ion, (tru y'rrr*az
ownersNane:y$aylgg D''djl ^df,,,E}i1TnqPfffi PP. l.ar.q(?snll Phone.,*,)WB{7
ArchitecUDesiqner:.tt /tk-t -hzrn*rnE EIfl"A* <.. srn-2n',1"*rc (h tm 10ne:'4D2q2-339R
Ensineer4dorl 2 hh.osu 6.. ll #9jg'"iD,t x*o*-rcmfum>h fu24 Bg15 aag -4qL)
Detailed description of work:
lr,lDErLLfuzAlD . r1+<r.,rn-a,tpr rlntraaitr-ffit41:tl|, <lrt1ftDE, ,?Ael. frlbltuO. ABntn vAX
WorkClass: ftewQt'eaaition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both (2f Does an EHU exist at this location: Yes ( ) No (ff
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (/Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: b No. of Accommodation Units in this building:d
Noffvpe of Fireolaces Existinq: Gas Appliances (a) Gas Loos (a) Wood/Pellet (a) Wood Burning (o) Ct
Noffvpe of Fireplaces Proposed: Gas Appliances (@) Gas Loqs [t) Wood/Pellet @) Wood Burning (NOT ALLOWED]
Does a Fire Alarm Exist: Yes ( ) No (tf, ll Does a Fire Sprinkler System Exist: Yes ( ) No |f
********!t*****t*****t**:r*************FOR OFFICE USE O N LY*****t********************************
07 t26t2002
Date Received:
\\VailUata\cdev\FORMS\PERMITS\BLDGPERM. DOC
.--1 <l).t
2DDt v6-
REPT131 Run Id: 3069
O&3GADS hspectlon Rcquet Reportlng Page 10
4:37 prn - VAIL- CO : Tolltfi{ OF -
R€que3bd lnsp€ct Drte:- lnsp€c'flon Ars.:
SlbAddret3:
jsi"*y, l|trc-t| 31, 200s
384 GORE CREEK DRVAIL
368 HANSON RAI.ICH ROAD
Slirs:lffipAn :
A/Fltl ln{brmatl'on
Apolhtnt:
Cotractor:
D.sc|lpdon:
i,lothe:
Commc|{:
CommgntConmnt
Co0menf
Commnl:
Commet{:
ConmenL
Cqnment:
Commant
Commcnt
lbmCom|r|eris:
llemCommer{s:
lirmC,orrnrrG:
lbnCoomfib:
Rcoucebd lnsocoilon(sl
Rrnch
RE\4StOt*f
J8I,'THER
PVI/has l.cbwd a far
GI,'ARDS
rcOFOR
ONTEOP€N
DOORSIN
COi,€lJltD Sub
ll.tC Pltonr: 30382$1313
, CAST tN PTACE COI.ICRETE PAfilq}JG STRIJCTURE, PARK PAVILIOT.I,
nc,-.rErsJalrq,: DGOLDEN K
GARVER RE OF EAST UPPER DECK. SI,JBSTA}'IIAL VEHICIE
{G Ct Rg SECIRELY ATTACIED TCt flE DECK.AMni[MUM
X ELEVATION C,}IAMIES OF 3{T OR GREA'IER.
:L SIJRFACE P RKltlG AREA Oit-Y.
stct+oFFsot(AY
oRPt c.
ISSI,'ED
JRM
].L0Dbr|s
REVISlOl.l
,r <l 17 !.dillo 3o.c.s fth|ouoh . 3d hlrl| lr|b b.on chocked ad compty - EECKEL
$,BilItIED ITD ROUIED TO fi , GEOFGE RUTHER, FIRE Af\D R,H-IC YTFRKS .
tppforr€d th. lmvocrbl€ L3iler3 of Cted'fitot th3 Fqdred of-slb hp|ovlme]il! b Hansen
Okb cell ln for TCO ln3Docdon. - GRUTHER
Hgii$Srhffii{Fd*H tfrffi5?o cEoRcE RUTHER AtD JR, - Jsut €R
otth. R.i,ocrbh RO|Y Fomlt awalths tor thc htrd copy rnd te.. - CDAVIS
.d( to b. suffid to G.o|ue Rrfier -}tb aporoval wl[ b. flqu||rd. - CDAVIS
I'tG PLAN RE\flEl,vIrE r lLL B€GIN AllEVt/lrlllEN COrtlDl'TlOtlS BY OI}ER
RMET. CDAVIS
20 IIIN RATED I IE I{OLR RE@.
BE SI..tsIITIED ANDI AIDPROT,ED.
roR.
6-A SIIEEP HAS BEEN ADOED TOATL DooRS OVER 3tt.r e'AP.
llem Commertb: FIRE, PLAl.JlrfftlG At{D R.tsLlC lrlPRKS AFPROVALS FOR REST OF GARAGE REOO.
Gr-pmtil--ls /l/trt{E- A
-rnt/tp^ Fry * 6utMx Urttcs s/-frlz--7
>e Pmu, BV nut7 C/"
o
4121usu a'gz?'6/4/
From the duh of,, . .
/) flt
-/@t
Greg Denckla
fl,u-t@a/'L
U
Fe4.sP-q #hU D/A-'
Tqt o#q,% p-J
,h.- d@u-/h'L r/ry2/-ieeilJ MD'o':"a-'
)t+,1'4"* /ilrt,''$W il@ fu1"'l*/,:L-
fuu,wr!tV*@,,*w
/4'()
S, nncvuraumn
Hyder construction Or"orroo5 3:39 pAaE ztzaRightFax
s3/3A/2995 r.4:. a9/?a/26as
4s 3833221433
15!3€ s137456374
lt
ARC}IITECruRA DOGS
STEELoRAFT E.l€
PAGE
PAGE
a2/62
a2
Stelcrrft MlEoftli|'lot carp||w
ml7 Elno A.t| nad
CfDchrrf . 6b A''2.2
orD ?.t.6.o
March 30, 2(Xlt
Mr. tcry Oundn
Archltctu'rl Dooft. Ine.
3900 llotly Saeer
Donver, CO EOffit
SubJ6c l.ottor ot Cqdncrilon. FirG Rrrsd Doon
. t6b: 1'stl Gir.8e StlGtcrafr Ord.r tt 4659g3 tt3m 9Doormrk nunb.rs pl04A,p304A. p3O2A, p4O2A. rod pd09A
Dor; Jcrrt
lttt;. louar.lr lo oatift lh.r ftG T Serlcr doqr mmuflctorrd on thc o+dq nfcrrmad for rhc obo.re Jobqurlafy lo bG Urted wlth Underrvrllar hborrrorlar lac rnd corlply *lth UL procerft[e n-lcr-igggtrwlnslnl flra doors" Thc t L ll8th8/clsrcifcdor mirh(hb.fii'jeprl6d;rf,;-dod *F"io-rr.",. n.rnrrcrial rrftrarrccd rboyG rrst nrenufra,rrcl ie ia compti.nce wtU'nt- proaoCui ot'Uofi"r,rl,.*r-rbo.srorr6 Inc. and would qua[f r bcrr r t-tzfwt,xo a"s." "fo ;; fir; ;;,t.& -. -'
slnca i 611631-n3 Dsoro. tnc' rs r gtcctcraft / uL rpprovad frbttcrdon frcility, underr*rta*Laborarcler. trc. hu glrrcn !o Archlla€rurat Doo*. i*. rpp_".| to ryply rhc conar alatrtficrtton nsrkg
Pl€lro cortrct UF wrib lf you rtgulrc ddiioorl informetion,
Sincctrly .^+-"..q)rh
rKnonn,,
*-*1"**'"nn
/
1
Prn of wuldcdd. InScrol l-Rond
* * * * * ** * * * * + 'l*+* +**'f * {. * * * * +*** * ***** * * * *** ** * * a * ** * * * t ** * '}{. * *'}*** * * * * * * f * * * t +*** * +'t'} ** * | * * * +
TOWN OF VAIL, COIORADOCopy Reprintcd on 0$19-2004 at 07:57:01 05119/20M
Statement
* ** * * r ** * * + + ** + t't't't * !t '| * * * * **'** ** *** * rr f {r *'t *** * * * t*** r* +*** * * ***** ** '} + | t ++* * * + **** *'i't't * + + | * t + +
statement tilunber: R040005854 Amount: s42,242.57 05/19/200407:55 AM
Payment Method: Check Init: iIRM
Notation:
Permit No: 804-0018 T!pe: NEW COMM BUILDING PERMIT
Parcel No: 21010823 9003
2totoa239002
Site Addreee: 384 GORE CREEK DR VAIL
L,ocation 3 355 HANSON RANCH ROAD
Total Feee: $42,242.67
ThiB Paymene: 542,242.57 Total Ar,r, Pmts 3 $42,242.67
Balancer $0.00
***+**+:* *+*t***t | * l' *t***l+ ***** a* * t******a** + f********** *****t*+** * + t+***li **l*+*'l*** ** * t* a !t
ACCOIJNTITEM LIST:
Account Code DescriDtion Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES 25,599.80
PF 00100003112300 PLAN CHECK FEES 16,639.87
l^lc O()1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
07-25-2006 Inspection Request Reporting Page 20
5:20 om Vail CO'- Cittr Oi -
Requested Inspect Date: Wednesday, July 26, 2008
Insp€ction Area: JRM
Site Address: 384 GORE CREEK DR VAIL
366 HANSON RANCH ROAI)
A/P/D Information
Activitv: 804-0018
Const Tvo6:Owtier: VAIL COF
Tvoe: COMBUILD
Occupahby:
sub rgoe: [,fortl Status: ISSUED
Insp Area: JRM
NC Phone: 303€25-1313
T IN PLACE CONCRETE PARKING STRUCTURE, PARK PAVILION,
the required off-site improvements to Hansen
P'- dEHIfFftr* *HEN coNDrtoNs By orHER
awaruno lor me naro coDv ano Tee. - uu,
RUTHER. FIRE AND PUBLIC WORKS -
(through a 3rd level) have been checked and comply - EECKEL
ITTED AND ROUTED TO GEORGE RUTHER AND JRM - JSUTHER
roroe ruther - JSUTHER
'iRE HYDFNNT ISSUES SUBMITTED AND ROUTED TO GEORGE RUTHER -
tNc
R6qu€st€d
Time Exp:
Contractor:
Applicant:
DeSiription:
Notice:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Gomment:
Comment:
for <11
Reouested Inspection(s)
Insoection History
Item:
Requestor:
Assiohed To:- Action:
,/t )kiMI i',(
tJ ,v/ lt !L)
Item: 502 PW-Rouoh oradeItem: 503 PW-FinaTdnTvewav oradeItem: 10 BLDG-FootinqsrStdel
08120104- lnspector:
CommenI
08t23t04
Comment:
08!31t04
Comment:
09t02t04
Comment:
09/03/04
Comment:
o9t07to4
Comment:
09/08/04
Comment:
o9114t04
Comment:
09t't6t04
Comment:
09t20t04
Comment:
09t21t04
Comment:
" Aporoved *'
GCD "
0,*i.,/
NOTTREADY FOR TNSPECTIONNR
VIS
PART OF
NOT PER PLAN
AS
Action: Pl PARTIAL INSPECTION
AS NOTED ON PLAN.Action: CR CORRECTION REQUIRED
. NOTE MADE OF FIELD
ISSUED A
TECH ENG
THE
P.E.
SET
2 #4'S IN LIEU OF 1
Action: Pl PARTIAL INSPECTION
REPT131
APPROVED
Run Id: 5521
STANDING
Item: 20
09t28to4
Comment:
't0t04t04
Comment:
10105to4
Comment:
10t08t04
Comment:
10114t04
Comment:
10128104
Comment:
11t15tO4
09114104
Comment:
09/16/04
Comment:
09t20t04
Comment:
09121104
Comment:
o9t24to4
Comment:
09/30/04
Comment:
10to1lo4
Comment:
10105104
Comment:
10t08to4
Comment:
10t19t04
Comment:
10t20t04
Commenl:
10t27to4
Comment:
't0t28t04
Comment:
't1t04t04
Comment:
11104104
Comment:
11t10to4
Comment:
11t12t04
Comment:
11t't5t04
Comment:
Comm€nt:
09t10t04
Comment:
Action: AP APPROVED
TION WALL ALONG GRID 1 BETWEEN GRIDS E.8 AND L.'GRID LOCATIONS 1218.2 & 14lD AND 1-Cl COLUMN AT
BETWEEN GRIDS D.5 & H AND
16&18. ALSOAPPROVED
BETWEEN
EL FOR REMAINDER OF FOUNDATION WALL ALONG GRIDLINE L
LINES 1 & 7 Action: Pl PARI
BETWEEN B AND D LINES ANAction: Pl PART
BETWEEN 1 AND 2 FORM ON.BETWEEN A AND C.2
Action: Pl PARTIAL INSPECTION
re to forms at north v
Action:
TION WALL STEEL
Action:
at grid FXH.18
FX16line
Inspecton (
COULUMNS
InsDector: GCD
8'WEST OF P1 TO S LINE.
Inspector: Art Action: AP APPROVED
APPROVED FOUNDATION WALL STEEL AT LEVEL 1 ALONG GRID'A'BETWEEN GRIDS 9.6
6
NOT READY FOR INSPECTION
Action: Pl PARTIAL INSPECTION
11 AND 16. CORNER BARS PER MONROE AND NEWELL RFI
Action: AP APPROVED
Action: PI PARTIAL INSPECTION
@ SECTION F LINE 16-18 AS NOTED AND HIGHLIGHTED ON PLANS.
ND COLUMNS TO BE INSPECTED AND REPORT SUBMITTED TO TOV
AP APPROVED
NG. WITH
ING
IS
ON PLANS
IN FIELD
FOR F
E LEVEL 2
COLUMN MAT AT
STEEL AS
SLAB
; Action:
CENTER OF PROJECT; Action:
X A-J 1ST LIFTDSXC
L INSPECTION
OFW
FROM 8.2 TO 18iFROMATOCFNATB&16.Action: Pl PARTIAL INSPECTION
18 LINE FROM A TO 8.5. FORM ON. WALL SECTION ON 18 FROM B.5
ON G LINE.
WATER IN FTGS,
9l'14.
RID LINES 1 & 18 AND GRID LINES
GRIDS B,9 & K AND 9.6 & 18
WINGS
CHECK SPLICE ON HORZ BARS 28'
REPT131 Run Id: 552L
Continued:
Comm€nt:
09nzrc4
Comment:
09t2u04
Comment:
10t04104
Comment:
10/05/04
Comment:
10/08/04
Comment:
10t14to4
Comment:
10128104
Comment:
11t15t04
ogt14to4
Comment:
09/16/04
Comment:
09t20t04
Comment:
09121104
Comment:
o9t24to4
Comment:
09/30/04
Comment:
10to1to4
Comment:
10/05/04
Comment:
10108104
Comment:
10t19t04
Comment:
'tot20to4
Comment:
10t27t04
Comment:
10128104
Comment:
1',|O4t04
Comment:
11t04t04
Comment:
11t10t04
Comment:
11t12t04
Comment:
11t15tO4
Comment:
STANDING
Insoector:
Item: 20
ON PLANS
IN FIELD
FOR
LEVEL 2
COLUMN MATAT
STEEL AS
; ' Action:
CENTER OF PROJECTi Action:
1ST LIFTc
INSPECTION
ONOFW
toM 8.2 TO 1
ROM ATO CATB&16.Action: Pl P
18 LINE FROM A TO 8.5.
PLANS.
TO TOV
. WITH
WATER IN FTGS.
9t14.
LINES 1 & 18 AND GRID LINES
GRIDS 8.9 & K AND 9,6 & 18
WINGSComment:
09/10/04
Comment:
CTION
AND 9
CTION
Action: Pl PARI
BETWEEN B AND D LINES AN
Action: Pl PARI
BETWEEN 1 AND 2 FORM Olr.
CHECK SPLICE ON HORZ BARS 28'
ON I.AFROM 8.5
fio, **o" FoR rNsPEctoN
AND NEWELL RFI
BETWEEN A AND C.2
Action: Pl PARTIAL INSPECTION
RID'C'
InsDector:
CANCELED lctionl, Pl
BETWEEN 11 AND,t6. COI
)
Actidn: AP APPROVED
i REMAINDER OF FOUNDATION WALL ALONG GRIDLINE L1&7
Art Action: APAPPROVED
FOUNDATION WALL STEEL AT LEVEL 1 ALONG GRID 'A BETWEEN GRIDS 9.6
Action: AP APPROVED
REPT131 Run Id: 5521
Continued:
Comment: & 18
111'l'8104 InsDecton cdavis Action: Pl PARTIAL INSPECTION
_ _ _ _ Qgmme_nt: . de_ck slab reinforcing located on 2nd level grids 1-8xA-F
520 PLAN-ILC Site Plan * Adoroved ""
^03/18/05 lnspector: Georgd Action: APAPPROVED
Item: 30
531
cJz
Item: 533
Item: 538
Item: 534
Item: 539
Comment:
02t24t05
Comment:
02t28t05
Comment:
04i01/05
Comment:
FIRE.TEMP. (
PW-TEMP, C/
02t25to5 |
Comment: (
I'Approved **
r: CdaVii Action: AP APPROVED
for ulrper outbuilding and stru.cJure
made:
file
shall be completed by final c/o
utbuildino and structure" Action: AP APPROVED
BY,I6" HEADERATTHE GAMGE ENTMNCE TO BE COMBUSTIBLE
WOOD BLOCKING SO OPENINGS
GARAGE REQD.
IRED
.I 1/2 HOUR REQD.
AND APPROVED.
'GAP.
Item
Item W-TEMP. C/O ** Aoproved **
02125105 Insoector: ls ' ' Action: DN DENIED
Comment: Christiania Lodoe Parkino deck. Not Readv
Will stoo bv on l\ilondav Feb 28. 2005
02128105 Inspectbr: ' ls Action: AP APPRO\
Comment: Foi Christiania Lodoe Parkino Lot onlv. Too outside deck
03117105 Insoector: ls - Adtion: COND APPIComment: 1 : Concem of ADA oarkino soaces inside oaraqe. Will cr
O3l17lO5 Insoector: ls - Aetion: CComment: 1 : Concem of ADA Darkino soaces inside oara(2: Fire hydrant issde to bE c6nacted in spfinq j
3: Hvder to maintain construction fence/Site in
03117105 Inso6ctor: ls Action: Di
omment: Pei Greo Hall. a bond for road imorovements ft
lmDrovefrients for Hanson Ranch'Rd. Messaoe
03124105 lnsoector: cs Action: AF
to complete proiect.
Comment: Pei Greo Hall. a bond for road imorovements ftom Vail Resorts was to be submifted to TOV.
lmprovefrients for Hanson Ranch'Rd. Messagq was_lpt fqt_Doug T. and Dan Fe€ney.rmDrovements ror Hanson Kancn Ko. Messaoe
03124105 lnsoector: cs Action: AP
Comment
PLAN-TEMP. C/O * Aporoved *
02128105 lnsoector: GEORGE Action: PA PARTIAL APPROVAL
Comment: Thi's approval is for,the upper surface.level only. Additional inspections by Planning are required
tor me r€)marnoer ol Ine oarKtno structure
03121105 InsDector: Georoe Action: AP APPROVED
_.CSjnngnt J['s approval is-Jd,r the entir_e, structure. A Planning final is required
FIRE-FINAL C/O
-03122105 Inspector: mvaugh'an Action: AP APPROVED
Comment:
PLAN - FINAL C/O * Aooroved *
^03/29/06 Inspector: 'George Action: APAPPROVED
Comment:
PW-FINAL C/O01/09/06 Inspector: ls Action: DN DENIED
REQUIRE APPROVAL BY P /V,PLANNING,FIRE
REPT131 Run Id3 5521
50 BLDG-lnsulation60 BLDG€heetrock Nail70 BLDG-Misc.
02124105 Insoector: GCD Action: Pl PARTIAL INSPECTION
Comment STUCCO LATH SCREWS REQD TO BE 6" OC03/01/05 Insoector: CGUNION Action: DN DENIEDComment PAVILLION LATH ALREADY COVERED WITH SCRATCH COAT, UNABLE TO INSPECT
90 BLDG-Final
530 BLDG-Temo. C/O " Aooroved *
02l24lOS lnsoecton JRM ' ' Action: NO NOTIFIED
Item: 520
Item: 30
for uot
RANCE TO BE COMBUSTIBLE
Item:
Item:
Item:
Item:
Item:
Item: 533
02t24t05
Comment:
02n8t05
Comment:
WOOD BLOCKING SO OPENINGS
03/'17105
Comment:
03t25t05
Comment:
AND PUBLIC
o4to1to'
Comment:
Item: 531 FIRE-TEMPItem: 532 PW-TEMP.
02t25t05
Comment:
02t28105
Comment:
o3t17to'
Comment:
03t17t05
Comment:
o
I made:
file
shall be completed by final c/o
'* Aooroved *
ls ' ' Action: DN DENIED
Lodge Parking deCk. Np! Ready
r ontrIondav Feb 28. 2005ls ' Action: AP APPRO\
rnia Lodoe Parkino Lot onlv. Too outside deckls - - A6fion:'CONDAPPI
of ADA oarkino sDaces inside oaraqe. Will cr
rant issde to bE cbrracted in soiino -of 2005.
Item: 538
Item: 534
Item: 539
REQUIRE APPROVAL BY P/W,PLANNING,FIRE
REPT131 Run Id: 5521
stre€tscap€ \ivork on Hanson Ranch Chute and the intersection is not completed.
AP APPROVED
Continued:
Comment:
Comment:
BLDG-F|nal
02t04to5
Comment:
03t14105
Comment:
04/05/06
Comment:
PLA}+ILC Fo
03/18/05
540
21
Action: NO NOTIFIED
engineer of record reciev-ed apprgunguse of upper surface area for parking- Action: NO NOTIFIED
ction approved spe file _-.
REPTl31 Run Id: 5521
Itom: 21 PLAN{L
03/1
DENIED
St$liB il'8fr oRKS APPRovAL
l2;45 PM
strcebcape work on Hanson Ranch Chuts and the intersaction is not completed.
Acdon: APAPPROVED
REPTI.31 Run Id: 5521
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2138
orfir"r*r oF coMMUNrrY DEVEL.'R,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E04-0027
'3Or 'oo t8
Job Address: 384 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: 360 HANSON RANCH ROAD Applied . . : 04/06/2004
ParcelNo...: 210108239003 Issued. .: 06/14/2004
ProjectNo : Q?sO,( - OO{K Expires. .: l2lll/2004
owNER VArL CORP 04/06/2004 Phone:
PO BOX 7
VAIIJ
co 81558
IJicense :
coNrRAcToR TRI PHASE ET,ECTRTC 04/06/2004 phone: 970-524-7L35
0325 HARDSCRABBIJE ROAD
GYPSI'M CO
8163 7
License: 118-E
APPLICANT rRI PHASE EIJECTRIC 04/06/2004 Phone: 970-524-7135
0325 IIARDSCRJABBI,E ROAD
GYPSI'M CO
8163 7
I-,icense: 118-E
Desciption: ELECTRICAL FORNEW PARKING GARAGE AND PARK P3 & J
Valuation: S160,000.00
i*:****:|lt**++*+tt+l*lt|*t|*i'|*.*|lt****t**|*:t|*|*i**|*'it*ti*lii******i
El€ctrical----> 12,'t't't .oo Tohl Calculated F€es-> $4, 585. 05
DRB Fee____> S0.oo Additional F€es___> 90.00
Invesligation--> $0. oo Total Permit Fee--> $4. 585 . 05
Will Call--> S3 . 00 Pa)'rnents--_----.> S4 , 585. 05
TOTALFEES-> $4, s85.0s BALIU{CE DUE-----> S0.00
Approvals:Item: 06000 ETJECTRICAIJ DEPARTMEMI
06/09/2004 JRNI ACtiON: AP APPROVED PER BG
Item: 05600 FIRE DEPARTMEIfff
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPI-,IAI'TCE'
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OF OWNEROR CONTRACTORFOR HIMSELF AND OWNEF
* ** ** * * * +** * *+ * * * f+ + + + ** * * * ** * * + ++ +++ + +* + ** * +{' * * * ***+ * * * *t *{r *** + +** * * * * * ** * * * + ** * + + *** +* * * | *
TOWN OF VAIL, COLORADO Statementlf**t * * * ****+ +t***** * * l****f**l**+** | * ****+ a +*+ + +**+*!t t + ******+****** * * * ++ * + * ** * * * ** **** * * **
Statement Number: R040006013 Amount: $4,585.05 06/1-4/2oO4L0:35 Atrt
Palment Method: Check rnit : LrC
Notation: #f5247 /Tr!
Phage Electric
Permit No: EO4-OO27 qrtr)e! EIECIRfCAIT PERMIT
Parcel No3 210108239003
Site Address: 384 GORE CREEK DR VAIIJ
Location ! 360 HAI\ISON RANCH ROAD
Total Feea: $4,585.05
This Payment 3 $4,585.05 Total ALL, Pmts: 94,585.05
Balance: S0. o0
I + t f* * * * * * + * ** * {' * *{' *** ** * * * f*** * lt+ + +* *+ + + * ***f * *i f* ******t *t *+ * * * ** * l' + *+ * + * ++ * * * ** + + + *'lt'}* + *
ACCOUNT ITEM LIST:
Account Code Descniption Curnent Pmts
EP OO1OOOO31111OO TEMPOMRY POIiER PERMiTS
l.lc OO1OOOO31128OO WILL CALL INSPECTION FEE
4.582. 05
3.00
+fl*++*******l*1.******alf+aa++al'}*****+**+*ral*t***f++aaa+*'l*al*'l+l''l*+afa*lfff+t*tflt*tl+**tt
TOWNOFVAIL, COLORADO Statement
* * | *{' * **t | + * *t a * * '}**a{r* l** ***t'tit*+ +f*t* a ***+ **'}tr* ** *{r*a* * '} | 't * + + *+ * * *'},}rr* f*r* * * **** a' '} +r ****t
Statement Number: R04OOO5O13 Amount: 94,585.05 06/L4/2OO4t0:35 Atrt
Payrnent lq6thod: Check Initr LC
Notation: *16247/Tri
Phaae Electric
Perml-t No: 804-002? Ty?e 3 EIJECTRICAIJ PERMfT
Parcel llo: 210108239003
Site AddresB: 384 GTORE CT,EEK DR VAIIJ
L,ocat,Lon: 360 HAIISON RANCH ROAD
lotsal Feea: $4,585.05
ThiE palment: $4,585.05 Total ArrL Pmts: 54,585.05
Balance: $0.00ll***+flllt++al**aa{'t:}*t+a'**alll*f+*tffl+a+*+*lttr*****t*f+ltll*r'}*rt*l+**lf*r+a**l*tl++{.tlt
ACCOUNT ITEM LIST:
Account Code Descriotion Current Pmts
EP OO1OOOO31111OO TEMPORARY PO,IER PERI..IITS
!|lC OO1OOOO31128OO }IILL CALL INSPECT]ON FTE
4,582.05
3. 00
64/95/2664 13:a7
!
rutil
7ss.F
Vall,
COMPLETE SQ. FEETF
370_524_7f_4e,
APPLICATION WILL NOT BE ACCEPTED IF II{COMPLETE OR
Prolect #:
Building Permit #:
Electrlcal Permlt #:
g7 0 17 g -21 4S ( | nc pectl onc)
INFORMA
NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & MaferiaB)
oit24tz,bz
I
-00
AMOUNT OF SO FT tN SrnUCrune, -fl ELECTRICAL VALUATION; $
Contect lor Percel# ..'
Parcef # ;ll}tObdq?O(
naNane: y'ftrLb F<o^n lhAK rob Address:iQP l|ryu*il KNg1+
Legal Description t"tfi*Vl arocr: $ftll ririns, .€)
ownercNamei.VtqtL-(WnllAddress: (O Eol 1 l,/,+-.- lenone: g/O-432q
,l
Ensineer.4Zl40 fl{M[Address:L)Enn/fu_ OD llPhoy
WorkClass: ruewfi Addluon( ) Remodel ( ) Repair( ) TempPower( ) Other( ) i
Worft Type: Interior ( ) Extedor ( ) Both M ll Ooes an EHU exist at this location: Yis ( ')
;,No (r. 1
Type ofBldg.: SlngloJamlly ( ) Duplex ( ) Multi-family ( 1 Commercial() Restaurant ( ) Other( ) l. '
ls this permit for a hot tubr Yes ( ) noX)
Does a Fire Alarm Exist: Yes (X) No ( )Does a Fire Sprinkler Systern Exist: Yes ( ) No ( ,
\W!ilu.trkdev\Po RM! OERMITS\ELECPERM.DOC t..5ii1,!;l,n
A4/45/28A4 I3iA7 97A-524-7r-,:
0
e
TRI PHASE ELECTRII
switch and to the first electrical distribution circuit breaker panel, ' I i i
The main disconnect swltch shall b€ located next to the meter on the exterior wall of the struotlrfe easll!fiaccessible. :'' i
All underground conduits are required to be insp€ct€d before back-filling the trench. .
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another" Common
wall6 and spaces are accepted,
NM Cable (Romex) is not allou/€d in commsrcial buildings or structures exceeding thra€ (3) stofles. i
No use of aluminum wire small€r than size #8 will be oermitted with the Town of Vail. , , ., .
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES :
il
All installations of enerior hot tubs or spa's require a DRB approval from planning. This appliOatioh will
not be accepted without a copy of the DRB approval form attached (if applicable). '.., l, .
;:.
lf this permit is for installation of an exterior hot tub or spa on a new elevated platform or deolt ovdr 30i
above grade, you must also obtain a building permit. . , 'l
lf this permit is for installation of an exterior hot tub or spa on any existing deck or elevated piatfurm,;a
struclural engineer must review the exisling condition and verifu that it will support the added
ctncentrated load, Please provide a copy of the structural angineers wet stamped letier ot drawing
with this application.
lf this is a remodel in a multi-family building with a homeowners association, a letterof permi5sion tum
the associaiion is required. , , ,
lf rhis permit is for a commercaal space, two (2) sets of stamped drawings are required, l
Date Slgned
lf you have any questlons regarding the abovc information or have addltlonal questionS, pleaee
contact the Town of Vail Electrical Inspector at 970-479.21i17. The Inspector csn be rEatshed on
Tuesdav, Thursday and Fridav morninqs between the hours of 8am and 9am. You may also ieaveTuesday, Thurcday and Friday mornings between the hours of 8am and 9am. You may
a voice mail and the Inspector will call you back.
\wril\drtaVd.v$ORMs\PERMITS\ILECPERM,DOC
i
l
\-:!-6 /l
mwn|Yarlw It:
.: | .a
Amendment to the 1999 N.E.C, Town of Vall Ordlnance 10.1.6. , ; ;
and the above.
TOWN OF VAIL FIRE DEPARTMENT' VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
VAIL, CO 8I657
970479-2r3s
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT PErMit #: FO4-0049
Eo"{ - aarg
Job Address: 384 GORE CREEK DR VAIL Status . . . : ISSLIED
Location.....: 350 HANSON RANCH ROAD Applied. . : 1010112004
ParcelNo...: 210108239002 Issued. . : 1212812004
ProjectNo , frl o(-oolt Expires. .:'rJ
OWNER VATL CORP 10/01/2004 Phone:
PO BOX 7
VAILco 8l_558
License;
CONTRACTOR FIRE PROTECTION, INC. l0/0L/2004 Phone: 303-399-1355
4981 EAST 39TH STREET
DENVER, CO
80207
License:175-S
APPLICANT FIRE PROTECTION. INC. 1,0/01/2004 Phone: 303-399-1366
4981- EAST 39TH STREET
DENVER, CO
80207
License: 1,7 6-S
Desciption: P3&J-NEW PARKING GARAGE AND PARK-INSTALL COMPLETE DRY
SPRINKLER SYSTEMS (2) THROUGHOUTTHEBI.JILDING AND ADRY
MANUAL STANDPIPE
Valuation: S'72,023.00
r.a* *rlr * *.*,* t:1,* *:t a,t *
Mechanical-> SO . O0 R€sfirarant Plan Review-> S0. 00 Total Calculated Fees---> 53, 413 . 98
Plan Check--> 5350.00 DRB Fee-----------> 50-00 Additional Fe€s-----> (53.00)
lnvestigation-> 90.00 TOTAL FEES---------> $3,413.98 Total Permit Fee------> $3,410.98
Will Call---> 53.00 Payments----------------> $3,410.98
BALANCE DUE.----.-.> SO. OO
Item: 051-00 BUILDING DEPARTMET\ITItem: 05500 FIRE DEPARTMEIiT
1-1,/24/2004 mvaughan Action: DN plans are inadequate for review. inaccurate
of standpipe location,
12/13/2004 mvaughan Action: APPR see comments
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE'
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
)
BEMADEREQIIESTS FOR TNSPBCTTON SHALL
FROMT:00AM-sPM.
TWENTY EOI]RS IN ADVAI{CT BY TEI,EPEONE AT 479.2II5
FORHIMSELFA}.TD OWNER
*******+*********{t**+'}t***t**+l'++**l********++**ff+**********t++**++++*****************++***
TOWNOFVAIL, COLORADO Statementt*++fl**********+rt****t******++++f*******t*****t+t*+*++*+++********************t***t**t***t
StatemenE Number: R040007300 Amount: $3,410.98 12/28/200411 :55 AM
Palment Metshod: Check Inits: DDGNotation: Fire ProtectionInc. 26456
Permit No: F04-0049 I\De: SPRINKLER PERMITParcel No: 210108239002
2r-0108239003Site Address: 384 GORE CREEK DR VAILLocation: 350 IIANSON RANCH ROAD
Total- Fees: 53,410.98This Payment: $3,41-0.98 Total ALL Pmts: $3,410.98Balance: 50.00
ACCOIJNTITEM LIST:
Account Code Description CurrenE Pmts
BP OO1.OOOO31111OO SPRTNKLER PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
3, 060.98
350.00
INFORMATION
COilPLEIEVALUAflONS FOR ALARU PEmfr (Labor&hff r
zrcl 087-3 ?oo 3
Fke Spdnkler Conbactoc
fire SruuELEL- L\e. ,
own of Vail Reg. No.:
ScdF Roll es-n?-BbG
ldegrqn2@ q,Wcg+,
Assessor:r Ofllcr orvlsit w.e'erldiauiiuiffintor*trt*_
t--F=l]y11_-{--,a^_AV q>r V71t tParcer# Ngr AvAtLABl, UNTTL q-30-o4_1 l^l tI+ ,.r.\t\ L-{ /. 7-l{h.+*l:l
Jobtfame: Vlu-Panrlle @W AT P-ta:f-
7'odo/ 6,eL-24.JobMdreas: 35O HonScrPa\ch Ro"{d
LegalDescriptitm lLot lBtoctc lfiling:SuMivision:<.
own*st$mlhlhfrffA- I ^f*qp"s.*[,"at L (ool.Awn I Phon€:g?a-g+s- z53q
Ensne€':strA&A^r q4 lf{ffi. n$Ava. bc'r,s Sdat ["non"ro3 - jn- Bob
DolallodLocationof work(i.e.,foor,unit#,bldg.#) Paqllioai 6gye I_^/;l; t4
Debil€dd€scrintion,otwo*13as\J^l enngle*e. Qy SprtnLler iyS*emS e) l$ronf\@W.btuldtoq and a Drtt lbntal gqadp,be.' '
WorkGlass, Hew){ Addilion( ) Remodel( ) Repah( ) Rerofl( ) Ofter( )
No. of Existing Dwelllng Units in his building:l.lo. of Accommodalion Units in lhis bnilding:
Do€sa FireAlam Edst Yee ( ) NoP{tloes a Flre Sprinkle System Exist Yes ( ) No }{
ttttt*ttt**rtt*.r*t*****t*r*ttttfi***rrFoR oFFlcE usE ottLy*f **r*t*r*ffr***r.*rf r* r** *r**r*i
RECEIM
OcT 0 1 2004
\WriMrt bd.vlFORM$PERf,flTS\SpRXpERM.DOC l.;c>L*ptt*07n42W2 TOV€OM.DEV.
'.t:; .:l
-. Y-.'.! : It
t '> ' \.r, !.\ '! (.i,.'.' \.itr'-.,
a
;;11ri. t.:;Bt ior ,
eEps..elE.orP nwA,hrol j,ronlxs rrr .dF*tr{t*lril
iit\ -lft-Eot T0sol rr,,trd OvA,|*ru .! t!l! .ud hArArilt
Proiec,t#:Bo -00
Bulldlng Permlt #:tu8
ryryft*: toV- @*7
970-lT0-21 35 (Ins pecilon s)
75 S. F onlage Rd.vall,'ColoIdtTZ
Fjn -ltsltlqr slrop d_rmtngs
.Tji-"1-,IflT1?_9"_9log|ng.permlrappflcafi onwiltnbtueaccepredwlthout
evel lll (mln) stamp.
lon Contractor.
-'olnBAcToR INFORMATION
Townof Vail Reg. No.:t76-S fuact and Phone#s:
Saff Roll e3-3qq-ts6;
E tlrAddflr:
?oo 3
'6uqe t-3
) otter( )
( ) Twufamlly( )illMulti-family( ) Cornmerclal Restaurant( ) Other( )
v{orc,I4rtaJ.| umplefe. ht SonnLler 5a Dru |MAuaI %^,t^,h;
Addilion( ) Remodel( ) Repair( ) Retofit(
RECEIVM
OcT 01 2004
TOV.COM.NFV
TOWN OF VAIL D
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
",tr"*, oF coMMUNrr" ou*ror#*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M04-0034
gle4-oott
Job Address: 384 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: 384 GORE CREEK DRIVE Applied . . : 03117/2004
Parcel No...: 210108239003 Issued. . : 10/22/2004
ProjectNo : i'z' , .rF) Expires. .: 04t2012005frJ 64 -2a?Y
OWNER VAIL CORP 03/11 /2004 Phone:
PO BOX 7
VAIL
co 81558
License:
CONTRACTOR MTECH MECHANTCAL TECHNOLOGTEB /t7 /2004 Phone: (303) 550-4000
6830 N. Broadway Unit A
Denver. Col-orado
80221
License : 28t-M
APPLICANT MTECH MECHANICAL TECHNOLOGTE}3/1,'7 /2004 Phone: (303) 550-4000
6830 N. Broadway Unit A
Denver, Colorado
80221License: 2 81-M
Desciption: BOILER PLANT, HOT WATER UNIT HEATERS, VENTILATION SYSTEMS,
SNOWMELT FOR NEW PARKING GARAGEAND PARK
Valuation: 5418.800.00
Fireplace lnformation:Restricted: Y # ofGas Appliances: 0 # ofGas logs: 0 #of WoodPellet 0
Mechanical--> S8,38o.oo Restuarant Plan Review-> 50.00 Total Calculaled Fees--> 510,478.00
Plan Check--> S2,o95.oo DRB Fee--------------------> S0.00 Additional Fees------> 50.00
Investigation-> 50.00 TOTAL FEES----------> S10,478.00 Total Perrnit Fee-----> S10.478.00
will Call---> s3 . oo Pavments------------------> 510,478 ' 00
BALANCE DUE---------> S0.00
Item: 05100 BUILDING DEPARTMENT
01 /2L/2004 JRNI Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond:12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG. ) : COMBUSTTON ArR IS REQUIRED PER SEC. 701 OF THE 199'7 UMC, OR SECTTON
701 0F THE 1997 rMC.
Cond:23
(BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1.99? UMC, CHAPTER 10 OF THE 1997 IMC.
Cond:25
(BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALI-,
TERMINATE AS SPECIFIED IN SEC.8O6 OF THE 199? I'MC, OR CTAPTER 8 OF THE 1997 IMC.
Cond:29(BLDG.): ACCESS TO HEAT]NG EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1O17 OF
THE 1997 I]MC AND CHAPTER 3 OF THE 1997 IMC.
Cond:31-
(BI-,DG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTI
LISTED FOR MOUNTING ON COMBUSTIBLE FLOOR]NG.Cond:32
CONST. UNLESS
(BLDG.): PERMIT,PLANS AND CODE ANALYSTS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond:30
(BLDG. ) : DRAINAGE OF MECHANTCAL ROOMS CONTAINING HEATTNG OR HOT-WATER SUPPLY
BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1,022 OF THE 1997 UMC, OR
:.T-9lT-9x--1-P-9-1;-9---o-T-.IY.l-.1-9-:-]---1Ys-.--|t*|l|**+|*tt'***,l.:}.'l.'******|***
DECLARATIONS
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 as required is correct. I agree to comply with the infomration and plot plan, to comply with all
Town ordinances and state laws, and to build this stuctwe according to the towns zoning and subdivision codes, design review
approved, Uniforrn Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR HOIJRS IN ADVANCE BY I49 OR A OFFICE 8:00AM-4PM.
o
BLE
/a
CTOR ANDOWNER
**{t*f**********l*l*lttl****t*ft+lt**************l*lt'}'}ftffflf*********'t************t**f**tl*
TOWNOFVAIL, COIORADO Staternent
******l'*i*****+++t***********llll|***tt****l+**'|l'**lt'|*****r|***'t**tl'l*tltlti*+tf**l*tt*****{t'}'t****
Statenen! Number: R040006949 Amountr $10,4?8,0010/22/200409:34 Ar'l
Palment Method: Check Init: LT
Nocacion: ldTech ,/ ck 5855
Permi t. No:
Parcel No:
210108239002Site Address:
Locatsion:
This PaymenE:
M04-0034
21010823 9003
384 GORE CREEK
384 GORE CREEK
s10, 478. 00
fl4)e: MECHAIIICAL PERMTT
DR VAIL
DRIVE Total Fees: $10,478.00Total Ar.;L PmEs: S10,478.00
Balance:$0.00
ACCOTJNT ITEM UST:
Accounts Code
00100003111L00
00100003112300
00100003112800
Descriptsion
MP
PF
wc
MECHANTCAIJ PERMIT FEES
PLAN CI{ECK FEES
WIIJJ CAITIJ INSPECTION FEE
Current Prnts
8,380.00
2,095.00
3.00
AppucATroN 'fi. no, BE AccEprED rF rNcoMpLETrQ un*
Project #:
/0r.Building Permit #:
mvI'tOPwn
75 S. Frontage Rd.
Vail, Colorado 81657
r Mechanical Permit #:
97 O- 47 9 -2149 (I nspectio n-s)
N0tC,
Permit will not be accepted without the following:
vide Mechanical Room layout drawnto sgale to include:
CONTRACTOR INFORMATION
Mechanical Contractor:
llZUu/,*'entuC
Town of Vail Reg. No.:26 l-'t/C-ontact and Phone #'t:
,/erpfi n kovit4 97o - to t -o 3 3o
Contractor Signaturg:
COMPTETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
** ********* *************FOR OFFICE USE ONLY** ********** ***************
004
\WAiI\dAIA\CdEV\FORMS\PERMITS\MECHPERM.DOC
Conbct Assessons Office at 970-328-8640 or uisit for Patel #
Parcel # 2totogz??oo2 I ?totoAz3 ?oo3
Job Name: F3 / 7 Fe,rk>2&ue/u*c
'oo
*Vli/v'ob-
Lesat Descriptionllrct=ftNfll Bbct:s'.t li riring, s subdi-vision: V,e; / V//"1-
owners Name: y^'f Resonr ll Addiets; ,rt*f **A t4 Aoo-t llenonel- - ,,tr- z',?r
,W,n"",, lff . E!,31 _ n u,.Address:69o /r4 ,J, &7,"iR ll
phone: Jo7_/-z?-6zoo
Debiled description of work:
boihn Pli{r /J^/ uttJa, u^ti/ /"*/rtr, uarrr/i/.,/;'n, Sqtl<,--t , ttw*tne-l*
WorkClass: newQ{ Addition( ) Alteration( ) Repair( ) other( )
BoilerLocation: Interior(tf Exterior( ) Other( )Does an EHU exist at this location: Yes ( ) No ( )
No. of Existing Dwelling Units in this building: ua No. of Accommodation Units in this building: .va
No/Tvoeof FireolacesExistinq: GasAopliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurning( ) *t
Noffype of Fireplaces Proposed; 9a:AOnliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Buming (NOT ALLOWED)
E this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (l,z)
07/26n002
RECEIVFD
JAN t 5 2004
t''"#'"*'*tffi tvc
January 13,2004
42140 Architecture
1621 18'h Street
Suite 200
Denver, CO 80202
oFFrnb"diipyAttn:Randy Hart
Re: Vail's Front Door
P3&JParkingGarage
Dear Randy,
Please issue the following letter to the Town of Vail Building Department conceming the P3 and J
parking garage. This letter is being requested by the building department to explain the control of
the garage exhaust system.
The P3 & J parking garage exhaust s1istem is desigrred per Section 404 of the 2003 Intemational
Mechanical Code which requires 1.5 cfm of exhaust air volume per square foot. Based on this air
volume the total exhaust for the garage will equal 65,000 cfm. The exhaust system is designed to
operate automatically upon detection of a concentration of carbon monoxide of 25 parts per million
by an approved automatic detection device as outlined in Section 404.1.
The purpose of the automatic detection device is to allow the exhaust fans to not operate
continuously, but onlywhen necessary. Continuous operation is not needed since this parking garage
does not have a loading dock and is not for commercial use. In addition, continuous operation of
the exhaust fans will result in a waste of both motor and heating energy. For this project the
automatic devices will be carbon monoxide sensors.
Should there be any questions, please contact us.
MLA/rap
P:\2001-134{l\ADMINWech A\CorrespondenceV-etter_Code_Revie*_Exhaust_Explanation_01_13_04.wpd
I123 AURARIA PARKWAY.
'4OODENVER. COLORADO AO2O4
303-623-6200 FAX 623-443s
Partner
RECEIM
JAN I 6 2r/r,4
42I4OARCHITECTURE INC.
COXSULTA
January 13,2004
4?40 Architecture
162l lSthSftet
Suite 200
Denver, CO80202
Attn:Randy Hart
Re: Vail's Front Door
P3&JParkingGerage
Dear Randy,
please issue the following letter to the Town of Vail Building Departnent conceming the P3 and J
parking garage. This letter is being requested by the building deparrnent to explain the control of
the garage exhaust qctem.
The P3 & J parking garage exhaust system is desiped per Section 404 of the 2003 Intemational
Mechanical Code which riquires 1.5 cfin of exhaust air volume per square foot. Based on this air
volume the total o<haust for the garage will equal 65,000 cfrn. The exhaust system is designed to
operate automatically upon detection of a concentration of carbon monoxide of 25 parts per million
by an approved automatic detection device as outlined in Section 404.1'
The purpose of the automatic detection device is to allow the exhaust fans to not operate
continuously, but only when necessary. Continuous operation is not needed since this parking garage
does not have a loading dock and is not for commercial use. In additiorU continuous operation of
the exhaust fans will result in a waste of both motor and heating enerry. For this project the
automatic devices will be carbon monoxide sensors'
Should there be any questions, please contact us.
MLA/rap
pM0ol-13441\ADMIN\Mech_AEon€spondenccurtbr_codc_Rcvicw-Exhausl-Exptanation-O1-13-04.wpd
I I23 AURAFIA PARKWAY. */'OO
OENVER. COLORAOO EO2O'
303-623-6200 FAX 623-6433
Partner
GOXIULTAX
January 13,20M
4?40 Architecture
162l l81h Street
Suite 200
Denver, CO 80202
Attn: Randy Hart
Re: Vail's Front Door
P3&JParkingGarage
Dear Randy,
Please issue the following letter to the Town of Vail Building Departrnent conceming the P3 and J
paxking gfrage. This letter is being requested by the building deparfrnent to explain the control of
the garage exhaust system.
The P3 & J parking garage exhaust system is desigrred per Section 404 of the 2fi)3 Intemational
Mechanical Code which requires 1.5 cfrn of exhaust air volume per square foot. Based on this air
volume the total exhaust for the garage will equal 65,000 cfrn. The exhaust system is designed to
operate automaticallyupon detection ofa concentration ofcarbon monoxide of25 parts permillion
by an approved automatic detection device as outlined in Sectiol 404.1.
The purpose of the automatic detection device is to allow the exhaust fans to not oPerate
continuously, but onlywhen necessary. Continuous operation is not needed since this parking garage
does not have a loading dock and is not for commercial use. In addition, continrrous operation of
the exhaust fans will result in a waste of both motor and heating enerry. For this project the
automatic devices will be carbon monoxide sensors.
Should there be any questions, please contact us.
MLA/rap
P:t2001-13,1-Ol\ADMlN\Mcch-AEorrcspsrdcnceVcttcr-Codc-Review-Exhausr-Explanalion-o1-13-04.u/pd
I I29 AURARIA PARKWAY. I'{X'
DEXVEF. COt-ORADO 8O2Oa
303.a23-6200 FAX 623-84!5
fl6bt
RECEIvED
JAN I 5 2004
42|4oaRCH!TECTURE tNc.
Partner
MAR. e,2005 2:09PM HYDE||0NSTRIJCTI0|\I
_ alo
N0,87t ?' 1/23
II)aDER -r 'd'7 !
corrrsrnucrndil^*b
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VELOPMENTTOWN OF VAIL
75 S.FRONTAGEROAD
vArL. co 81657
970479-2t38
TMENTOF COMMUNITY DE
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBINC PERMIT Permit #: P04-0013-so\(-oDtk
Job Address: 384 GORE CREEK DR VAIL Status. . . : ISSUED
Location.....: 364 GORE CREEK DRIVE Applied. . : 0311712004
Parcel No...: 210108239003 Issued. . : 07/27/2004
hojectNo : JT{s-oi -ooo\ l7rtsc>x -<16'(( Expires. .: 0112312005
owNER VAIL, CORP 03/L7/2004 phone:
PO BOX 7
VAII,
co 81558
License:
coNrRAcToR TOTAT PLIJT{BING 03/77/2004 phonet 3O3-393-727L
4701 N. COI.ORADO BI,VD
DEI{MER, CO
80216
Lricense: 110-P
APPLICANI TOTAIJ PI'ITMBING O3/L7 /2004 Phone: 303-393-7271
4701 N. COIORADO BIJVD
DE\TVER, CO
80215
I-,icense: 110-P
Desciption: PLUMBING IN A NEW PARKINC GARAGE AND PARK
Valuation: $180,000.00
Fireplace Information: Restricted: ?? # ofGas Appliances: ? f ofGas l-ogs: ?? # of wood Pallet ??
:}ilt*t*:t*f.l'*..*:}:tt|'t|***+t:|f|*t.t.t|l.|iltt||ll*t.'l.l'|'}'tt'.'t*|t'.:t|FEEsY
Plumbing--> $2,700.00 Restuaranl Plan Review-> $0.00 Total Calculatod Fees-> S3,378.00
Plan Check-> $5?5. 00 DRB Fc€-----------> S0.00 Additional F€es- - 90 ' 00
Investigation-> 9o-OO TOTAL FEES----------> $3,378.00 Total Permit Fee------> 93,3?8.00
Will Call---> S3.oo Payments-----------1 93,378.00
BALA|ICE DUE_> g0 . 00
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Ttsem: 05100 BUILDING DEPARTI,IENT
07/2L/2004 JRNL Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information requiredo completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 4 FROM 8:00 AM - 4 PM.
CONTRACTOR FOR HIMSELF AND OWNET"ro*oru>y,
++****{''***+*****!t*+*{'****lt'f*********{r*****'l''}f************{'**ff i**t*****+***+f*****tt******+*
TOWN OF VAIL, COLORADO Sratement
* ** ***+f * * *+* * * *t I t++*i++ '}***+** + *t+**'i + + **** * *+******** * * +*+ + +ft+** * **** ***+**t *+**** * * * *+'|
Staternent Nuiber: R040006289 Amount: $3,378.00 07/27/2OO4!2:59 PM
Paltment Metshod: Check Init: LC
Notation: *113 o/Total
Plumbing
Permi t No: P04-0013 T)4)e: PLIIMBING PERMIT
Parcel No: 21010823 9003
21010823 9002
Site AddreEs: 384 GORE CREEK DR VAIIJ
Localion: 354 GORE CREEK DRM
TotsaI Fees: $3,378.00
This Payment: $3,378.00 Total AIJIJ Prnts: $3,378.00
Balance: 90. O0
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ACCOI,JNT ITEM LIST:
Account Code Descriotion Current Pmts
PF 00100003112300 PLAN CHECK FEES 675.00
PP OO1OOOO31111OO PLUMBING PERI'IIT FEES 2.7OO.OO
lic OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
75 S FninEge Rd.
Vail, Coloredo 81657
rfAL FusrrEllhtc I 3*r'A,aT-tb Itb>D V77-1a
<a . (L..tlF
PUJMBING: $ lAS. QE
16l6|Ee??*u zta IGB
rob Name! f"+ J qAtAi.e lobAddress: ?-+ *oS*F*
SubdMsion: VAtr- V t r'rac,q
)ne; a1el . g4c, .Z?iar
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Wdrkcl : nevt?{ Addirion( ) Atterarion( ) Repair( ) O$rer( )
TypeofBldg.:Slnglefrrnfiy( ) Dupler( ) Mr.ilti-Emily( ) Gmmerdal ( ) Reshurant( )Olher(
No. of ExisUog Dwelling Units ln tfi's building:lilo. of Accomriodatlcn UnlB in hF bulldlng:
Is hls a onversl'on hom a
OOMPI.ETEVAII'ATIOIII FOR PLUMBING PERHIT (IAbOr & I{AtCddC)
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07n6/l002
I
TOWN OFVAIL DEPARTMENT OF COMMLINITY D
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2738
NOTE: THIS PERMIT MUST BE POSTED ON IOESITE AT ALL TIMES
PUBLIC WAY PERMIT Permit # PW0!0080
Job Address: 354 GORE CREEK DR VAIL Status . . . : ISSLIED
Location.....: P|&3 site on Hanson Ranch Rd. Applied . . : 08/19/208
ParcelNo...: 210708239002 Issued. .: 08/79/20V3
Expires. .:
APPIJICA}IT VAIIJ CORP O8/A9/2O03 Phonc:
PO BOX 7
VAIIJ CO
81558
License;
CONTRACTOR r,iving water systems, Inc. 08/19/2003 Phone: 303-674-4048
P.O. Box 459
Pine, CO
13885 Wandcrest Rd
Pine, CO 80470
I-,icense: 665 -S
owNER VAIIJ CORP OS/L9/20O3 Phone:
PO BOX 7
VAIIJ CO
81558
License:
Desciption:
PiI&3^ site - Monitor Vfell Investigations
FEE SUMMARY
o
EVELOPMENT
Public Way-->
Investigation->??
pavmmts-> S150.00
Bond Amount->
TOTALFEEg-> $15o. oo
BALANCE DUE_>$0.00
Approvals:I€em: 05500 PITBLIC WORKS
v8/L9/2OO3 Is Action: AP
ITeN: 05550 ENGINEERI}IG
CONDITION OF APPROVAI,
DECLARATIONS
I certify that I have read all chapters of Title 12-STR of the Vail Municipal Code and all utility company agreements,
signed by me, and will abide by the same, and that all utilitiid as requfued.
I
.-"----- ----r---I RGCEI?T_ fh Torn of Vrt }{9 5fi80i ontr g I tS ,20-Q- .'r - otooo
RECEIVED FROM
ADDRESS
Permit lrlumbers Folicc Rcceipt NumbcrslrBv r-v-How PArD- cash-Check JS??
I
o
f'ublic'Works will have a spec/detail boof available in April of 198.o
**** REQT]ESTS FOR INSPECTION SFIALL BE MADE TWENTY-FOUR HOURS IN ***"
ADVANCE BY TELEPHONE AT 479-21,49 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OR CONTRACTORFORHIMSELF AND OWNER
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APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 2sf&6
O -.rrPRJ#: Lf -l ]f]
Pw*:Zg nq
garcel+:B
Lt 70
I
Tn-TI BA-WZgwaa--!Il !
1.
2.
Pr; t F"l
3.
W+t<,> 1/a
Contractor Name
iw</
4. Work is for.lcircte onel Water Sewer Gas Electric
bni
Mailing Address
9a
tr]
Telephone CATV
b,4 S
l; r-
u@ a s Hli;J:il
TOV Contractor's License Number
(5a-) )
Landscaping
7.
n
Bond Amount $
ALL MATERIAL, EQUIPMENT,
JOB IS STARTED.
AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFOBE THE
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket and lugs shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain
the necessary Town of Vail signatures. Please allow up to one week to process
Xcel Energy (1 -800-922-1 987)
Xcel Energy High Pressure (1-800-922-1987)
Qwest (1 -800-922-1987)
(Permil Expiration Date)
Comcast (1 -800-922-1 987)
Eagle River Water & Sanitation District (970-477-5453)
Holy Cross Electric Company (1-800-922-1987)
- f&n of Vail Electricians (970-479-2 158) () t , /n r ,
Y;;;"; ;,;;,;;rn^",n,,,.; -W
9. THERE WtLL BE NO TOTAL STREET CLOSURES! A construction traflic control plan must be submitted and
approved by the Public Works Department prior to issuance of the permit.
10. All excavation must be done by hand within 18" of utilities - (Senate Bil 172).
11 . Permittee musl conlact Public Works Deoartment at 479-21 98 24 hours orior to commencing of work. Failure to notify
the Town will result in Jorfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certify that I have read all chapters oJ Title B - Public Ways and Property, oJ the Vail Municipal Code and all utility
agreements, signed by me, and will abide by the same, and that all utilities have notifled as required.
'(rnf €ullu
Signature of Agreement Print name clearly Date of Srgnature
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
White - Public Works
Yellow - Contractor
Projection: Stab Plan€ Colorado Contral,
Fe€t MD 1 983
Township 5 South,
Range 80 West
Proposed Bore Hole Locations
N..^\
<ltv
S
o rr5 ,5o 51tr d
Watar Conaut''n'!. lnc.SITE MAP5C5 Girpln Steet ... ^terven CO 80218 Jqvi^r^rylo-.- -GF
I ml,i;ff".]"..Vail's Front Door
TOWN OF VAIL DEPARTMENT OF COMMUNITY D
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2738
NOTE: THIS PERMT MUST BE POSTED ON TOBSITE AT ALL TIMES
PUBLIC WAY PERMT Permit # PW03-0081
]obAddress: Status...: ISSUED
Location.....: Vista Bahn Area Applied . . : W/79/2003
Parcel No...: 2701'08242008 Issued. . : 08/79/2003
Expires. .:
APPI.'ICAI\TT VAIIJ CORP O8/t9/2O03 PhONC:
PO BOX 7
VAIL CO
81558
License:
CONTRACTOR L,iving water systems, Inc. o8/a9/2oo3 Phone: 303-574-4048
P.O. Box 459
Pine, CO
13885 Wandcrest Rd
Pine, CO 80470
Lricense: 666-S
ovfNER vArr, coRP oe/$/2oo3 Ptrone:
PO BOX 7
VAII, CO
81558
Iricense:
Desciption:visEa Ba-trn ski yard area - Monit,or well / Ground vitater
investigations.
FEE SUMMARY
o
EVELOPMENT
Public WaY->
Irwestigatio,n->
Payments---> $150.00
Bond Amount->
TOTALFEES-> Slso. oo
BALANCE DT'E:_>$0.00
Approvals:I€em: 05500 PIIBITIC WORKS
o8/L9/2oo3 ls Action: AP
ITEM: 05550 ENGINEERING
CONDITION OF APPROVAJ.
;;;ffiffiffi***'
I certify that I have read all chapters of Title 12-STR of the Vail Municipal Code and all utility company agreements,
v
signed by me, and will abide by the same, and that all utilitiid as required.
Public Works will have a spec/detail book available in April of 198.
*ffi REQIIESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ****
ADVANCE BY TELEPHONE AT 479-n49 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
ORCONTRACTORFOR HIMSELF AND OWNER
o
+{'tt*t*****tt****atl+ttttft******tr}t*+*{'{'af+t***t**ra*a*+at+r**t**a'*ttt'f+all+*f+'}a++r++'t+t*'t
TOWNOFVAIL, COLORADO Stat€metrt
l*'|**ffa*t*+atttt*lttlati'}tttttl**ff*taattl**ttfttatatff*a***t*fa*****ttaaaal'tttt'ttt*ft*'tat*'|t
Statement lfunber 3 RO30OO4523 Anount: $150.00 08/L9/2OO3O?:52 ?M
""' "": Method: check t"1io.L"ror,:
ck* 5see
Permit No: Ptf03-0081 TlTte: PITBLIC WAY PER!4IT
Parcel No: 210108242008
Site Address :' Location: Vista Bahn Area
Total Fees: S150.00
This Palment: 9150.00 Total AlL PntE: $150.00
Balance: $0.00
fa*a+tal*attl**ttt*****'l*ar*'3*+******+*r**a*ftttttttfa**at+**aat*+r*+lt1}'.l'}+*'til+a'tflaatf+a**
ACCOTJNT ITEM UST:
Account Code Description Current ffis
ST OO1OOOO31121OO PUBLIC hIAY FEES 150 .00
1)vruiler t'loll
:%i*L
APPLICATION
FOR TOWN OF VAIL
PuBLTcwAYPERMTT zo&
IT.ITTIuaw
Parcel*:W D-W@A-We-AAA
etog.p,ermitu'E I I- I I I I
o
PRJ#:
PW#:
5.
-,/l/n;l\ 6ou\ fraiv ' srqt. l,r tlt s
Job Name Street Address www B li8Ti."#;[rv;U*l,-s#zts
Mailing Address TOV Contractor's License Numbet
9o,lzo (<oa)
4. Work is for (circle one) Water Gas Electric Telephone CATV Landscaping
Other
Trench-width
(min.4')Total SF $
Total LF
Bond Permit I Fee $
MATERIAL, EOUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket and lugs shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain
the necessary Town of Vail signatures. Please allow up to one week to process
Xcel Energy (1 -800-922-1 987)
Xcel Energy High Pressure (1-800-922-1987)
Qwest (1 -800-922-1987\
7.
6.
(Permil Expkation Date)
Temp. Site Access
Comcast (1 -800-922-1 987)
Eaole River Water & Sanitation District (970-477-5453\
Holy Cross Electric Company (1-800-922-1987)
Electricians (97 O-47 9 -21 58)
of Vail I rrigation (97 0- 479 -2'l 58)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must
approved by the Public Works Department prior to issuance of the permit.
All excavation must be done bv hand wilhin 18" of utilities - (Senate Bil 172).
Contractor's Signature of Agreement Print name cleady
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streels with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
submitted and
10.
11.Permittee must contact Public Works Department at 479-2198 24 hours prior to commencing of work. Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
coltpany agreernpnts, signed by me, and will abide by the same, and that all utilities have been notified as_ required.[d/f ,htt{,/ ?ak# Go(k- uftr/ol
of Signalure
White - Public Works
Yellow - Contractor
v
Gqt,r.
\*
A-NM
Projectbn: Stab Plane Colorado C6nfal,
Feat NAD 19&!
Township 5 South,
Range 80 West
Proposed Bore Hole Locations
0+
Wzaer Consut'!n6., Inc.SITE MAP,:*:::IZ*tr:
JTP,0il321-8335 t''Project No. 561 . 1 Front DoorDate: Auoust 14, 2003
Wzaer Consut'!n6., Inc.SITE MAP5C5 Gflpln Steat JF', co 80218
Project No. 561 . 1
Date: Auoust 14, 2003 Vail's Front Door321-8335 Vail's
HYDERCONS-IRUC f ION INC.
April 1,2004 oFff,CHiipv
Mr. Leonard Sandoval
Town of Vail Department of Public Works
1309 Elkhom Drive
Vail. Colorado 81657
Dot Nte
Re: Construction Site Access and Staging Plan
Vail Park & Garage at Lots P3&J
(HCI Job No. 24002)
Dear Leonard:
Following is a summary of the site staging and access plan for the referenced Project:
I. Attached Project Schedule representing a start date of May 3,2004:
A. The Construction Schedule is based on Monday through Thursday 7:00 a.m. to 5:30
p.m.; Fridays 7:00 a.m. to 4:00 p.m. and Saturdays 8:00 a.m. to 4:30 p.m.
B. Vail 2004 Vail Village and Lionshead Construction Hows Information Handout for
holiday hours is incorporated into the Project Schedule.
C. The work may commence any time after May 3,2004 and prior to May 15,2004.
The Project Schedule will be updated once a Notice to Proceed is issued to Hyder
Construction Inc. from Vail Resorts Development Company.
IL Attached are four (4) separate traffic control plans:
A. Traffic Control Plan MHT No. 1 represents the basic site set up which occurs
throughout the duration ofthe Project.
B. Traffic Control Plan MHT No. 2 represents closure of Gore Creek Drive which will
be necessary for the following events:
I . Placement of dewatering duplex pump vault ( 175 ton hydraulic crane is required
for this operation). Road closure would occur from 7:00 a.m. and be opened
again by 4:00 p.m.
2. Tower crane erection using the same or similar hydraulic crane as noted in Item
No. L
3. Removal of earth ramp out of the excavation.
4. Concrete pumping operations for l0 to 12 concrete pours. Each pour would
commence at 7:00 a.m. and be completed by 12:00 p.m. No concrete pours
requiring road closure are scheduled for Saturdays. The cut sheet of a 45-meter
concrete pump is attached for your reference. The outrigger spread is 27'-3".
The pump position is identified on the Site Access and Staging drawing attached.
5. Dismantline of the tower crane.
543 Sanra Fe Drivc . Denver, Colorado 80204 . (3O3) 525-1313. Fax (303) 825-3223 . Email hydcrinc@hyderinc.com . Vcbsite www.hydcrinc.com
Construction Site Access and Stasins Plan - Vail Park & Garase at Lots P3&J
April l,2004
Pase 2 of4
6. Installation of storm sewer piping, vaults and manhole.
7. Road surface replacement.
Traffrc Control Plan MHT No. 3 represents closure of "The Chute" which will occur
during the following events:
1. Drilling of dewatering wells and drilling for shoring piles.
2. Storm sewer installation.
3. Road replacement.
Traffic Control Plan No. 4 represents closure of Hanson Ranch Road which will
occur during the following €V€rlsl
L Drilling of shoring piles and drilling for dewatering wells.
2. Storm sewer installation.
3. Road replacement and streetscape.
The site will be sunounded by concrete traffic barricades on the south and the west site of
the site tight against the excavation footprint as shown on the drawings and the attached
detail representing the "shelf' around the site for dewatering piping and access to
dewatering pumps. A 6'-0" chain link fence with tr'vo layers of green fabric will be
secured to the top ofthe concrete barricades. The north and east side ofthe site will be
surrounded by 6'-0" chain link fencing mounted into the ground with two layers of green
fabric as per the attached plan. All fencing will be installed to withstand winds of 80
miles per hour.
A temporary asphalt walkway will be provided along the south side of Hanson Ranch
Road in front of Christiania where the minimum road width of 12' forces pedestrian
traffic off of the road.
V. The existing island the southwest corner of the site on Hanson Ranch Road will be
removed at the outset of the work and will receive a temporary asphalt patch until the
streetscape improvement is completed.
VI. Homeowners in the surrounding areas will be provided with notice of the construction
site access and staging plan once the plan has been approved by the Town ofVail.
VII. Names and contact numbers for Hyder Construction Inc. are listed below:
A. Doug Thompson. Project Executive
Office: (303) 825-1313
Direct: (720) 932-3264
Mobile: (303) 829-5950
B. Steve Garver, Project Superintendent
Mobile: (303) 829-5621
Site: To be provided
C.
D.
III.
IV.
Construction Site Access and Stasins Plan - Vail Park & Garase at Lots P3&J
April 1,2004
Page 3 of4
C. 24 Hour Emergency Number
(303) 489-5208
VIII. Staging, loading and unloading will be accomplished on the north side of the site within
the f'enced in area. Any deiivery requiring encroachment beyond the site fence will be
coordinated with the Town of Vail and possible street closure or flagging operations will
be provided as necessary.
IX. Concrete deliveries will occur on the north side of the site. The concrute placement for
all footings and rvalls will be accomplished by crane and bucket. Slab on grade and
elevated slab decks will be placed with concrete pump. Orientation of the pump wiil be in
the east west direction with the tail of the pump on the east end allowing the concrete
trucks to anive facing east on Gore Creek Drive via Hanson Ranch Road and "The
Chute". Flagging operations will be provided as necessary.
X. The existing fire hydrant located at the north east corner of the site rvill remain accessible
at all times.
The construction fence at the northeast corner will be erected in such a manner as to
provide adequate vision for parked vehicles parked at Vallhalla to see west along Gore
Creek Drive.
XII. Temporary caged 'Jelly jar" light fixtures will be mounted on posts around the site as
indicated on the Staging and access plan.
XIII. The tower crane will be erected so as to allow 20' of clearance under the crane hook
above the highest projection around the site. The tallest element within the radius of the
crane is the chimney and adjacent tree at the Christiania. No crane pick will be allowed
over occupied areas or buildings.
XIV. An aviation beacon light will be mounted at the top of the tower crane'
XV. Concrete truck and concrete pump wash out will not be allowed on site unless a "tub" is
provided which can then be dumped into the trash roll off. If trucks are unable to
complete wash out at the plant a contained wash out area may be installed at the "ABC
Lot" at the southwest corner of Mill Creek Circle.
XVI. A copy of the storm water discharge permit is attached.
XVIL An asphalt loading/unloading turn out area is to be provided as indicated on the Staging
and Access Plan.
XI.
Construction Site Access and Staging Plan - Vail Park & Garage at Lots P3&J
April l, 2004
Page 4 of4
We recognize that there will be a considerable amount of construction activity occurring
concurrent with the construction of the P3&J Parking Structure. We understand that
modifications to the above plan may be necessary for the work in the area to be completed
successfully and on schedule. We will cooperate in anyway feasible recognizing of course that
we are also under a very tight construction schedule for the completion ofthe garage.
Please let me know when we can meet to review and incorporate our Staging and Access Plan
with the other plans being developed for the Town of Vail Streetscape and Tivoli Projects.
cc: Mr. Dan Feeney, Vail Resorts Development Company
Mr. Charlie Davis, Town of Vail Chief Building Official
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STA|E OF r(ADo
o
COLO
March 18,2004
Doug Thompsor5 Project Executive
Hyder Cons truction, lnc.
543 Santa Fe Drive
Denver, CO 80204
303/825-1313
RE: Final Permit, Colorado Discharge Permit System - Stormwater
Certification No: COR{36357, Eagle County
P-3&JPark&Garage
Local Contact: Doug Thompson, Project Manager,303/ 825-1313
Anticipated Activity: 0411512004 through 1213112004
On 10.8 acres (7 acres disturbed)
Dear Sir or Madam:
Enclosed please find a copy of the permit certification that was issued to you under the Colorado Water Quality Contol
Act.
Your certification under the permit requires that specific actions be performed at designated times. You are legally
obligated to comply with all terms and conditions of your certification.
Note that the stormwater permit for construction activities now covers construction sites disturbing down to one acre (the
previous threshold was 5 acres). Effective July l, 2002, any construction activity that disturbs at least I acre of land (or is
part ofa larger common plan of development or sale that will disturb at least I acre) must apply for permit coverage.
Please read the permit and certification. If you have any questions please visit our website at
http://wwu/.cdphe.state.co.us/wq/permitsunit/wqcdpmt.htr , or contact Matt Czahor at (303) 692-3575.
Sincerely,
A/A"l4
Kathryn Dolair'
Bill Owens. Covernor
Douglas H. Eenevento, Executive Director
Oedicated to prctecting and impmving the health and environment of the Fople of Colorado
4300 Cherry Creek Or. 5. Laboratory and Radiation Services Division
Denver, Colorado 80246-l530 8100 lowry Blvd.
Phone (303) 692-2000 Denver, Colorado 80230-6928
TDO Line (303) 691-7700 (303) 692-3090
Located in Clendale, Colorado
hnp : //www. c d p h e,state, co, us
Stormwater Program Coordinator
Permits Unit
WATER QUALITY CONTROL DIVISION
Enclosure
xc: Regional Council of Governments
Local County Health Departrnent
District Engineer, Technical Services, WQCD
Permit File
Fee File
Colorado Depanrnent
of PubticHealth
and Environment
RECEIVED
MAR 22 200t
Hyder Construction Inc.
')\
Permit No. COR-030000
Facility No. COR-036357
PAGE I of17
CERTIFICATION
CDPS GENERAL PERMIT
STORMWATER DISCHARGES ASSOCIATED WITH
COi\STRUCTION
Construction Activity: The construction activity includes the construction of an
rurderground p arking garage.
This permit specifically authorizes: Hyder Construction, Inc.
to discharge stormwater from the facility identified as P-3 & J Park & Garage
which is located at: 360 Hanson Ranch Road
Vail, Co 81658
latitude 39/38/25,longitude 106/22/15 in Eagle County
stonn sewer to Gore Creek
effective: 03/16/2004
Annual Fee: $449.00 (DO NOT PAY NOW. You will receive a prorated bill.)
Buildins s"r.l;T il"I3llt"" services C-?s soulh rronlase Rd. Townof Vail -flvail, Co. I(s'o) 47s-213e /Fax,:;i;:': $FFICE S0PY rf-rhe 2oof1f;.ffi1liHJ"iiiril,.n ""u" ^ ^{fD-Project Nnmber: PR.t03-0004 Date: March 26, 2OO4 ItProject Name: VAILTTS PARK AllD GARAGE @ P3&J !-
Address: 356 IIN{ISOI{ RAIICH ROAD
Occupancy: S-2,
Construction: I-A
Contractor: IIYDER CONST
Architect : 42 / 40 ARCHTTECfiIRE
Engi.neer: MONROE & NEWELL,
Report By: iIR MOI{DRAGON
NOTE: The code items listed in this report are nots
complete listing of all possible code requirementsIt is a guide to selected sectsions of the code.
Report created using Plan Analyst software by IHS
SPRINI0-,ER SYSTEM:
NFPA 1"3 sprinkler system throughout the building
Sprinkler
.
system used for t hr. subsLitution -- Table 501, Note d
F:RONTAGE INCREASE:
Perimeter of the entire building = 530 feet.
Perimecer which f rorat s a puJrlic way or accessible open space = 530 feet.
Minimum width of puJrlic way or accessible open space = 20
Al1owab1e area increased 50.08 for frontage increage,
-- Sec.506.2
FIJ NAME OCC MAJ( FLR AREA ALIOWED RATIO STATUS
intended to be a
in the 2003 IBC.
Global 800-854-7179
1 Mechanical Room
TOTA]-, FOR FLOOR81 Parking Garage
TOTAI, FOR FI.,OOR82 earking carage
TOTAL FOR FL,OORI}3 Mechanical Room83 Mechanical Room (H20)
83 Mechanical Room (EL,E)
83 Parking carage
TOTAL FOR FTJOOR
BUII.,DING TOTAJ-,
-- Sec. 503, 504, 505
I
s-2
s-2
s-2
s-2
s-2
s-2
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
ok
ok
ok
ok
ok
ok
ok
384 UIII,IMITED AREA
384 UNLIMIrED AREA
10768 I'NIJIMITED AREA
10768 UNI-,IMITED AREA
17287 IJNIJIMITED AREA
T7287 I'NLIMITED AREA
26T IJNLIMITED AREA
105 IJNIJIMITED AREJA
91 I]NIJIMITED AREA
15483 I'NLIMITED AREA
L6940 ITNIJIMITED AREA
384 I'NI-,IMITED AREA
and Table 503
Page # 2
Code review for:Project Id.: VAII-r'S PARK AND cARAcE @ P3&J
AddrCSS: 365 TIANSON R;ANCH ROAD
AllowabLe area and height calculations are based on the most
restrictive use. Different, uses are not separated by fire barriers.
-- Sec.302.3.1
Basement area not included in the total when checking allowable area.
-- Sec. 503 .1.1
The actual height of this building is 18.0 feet.
The maximrm height of the building is unlimited. -- Table 503
PROPERTY DESCRIPTTON:
North Side tras a property line. - Distance to propertsy line = 40.0
East Side has a property 1ine. - Distance to property line = 70.0
South Side has a property 1ine. - Distance to property line = 80.0
West Side has a property 1ine. - Distance to property line = 50.0
EXTERIOR WAITJ FIRE RATINGS A}ID OPENING PROTECTION
Sec. 602, Tables 601 and 602, and Sec. 704
NORTH EAST SOIITH WEST
OCC BRG NON OP}IG? BRG }ION OPNGT BRG NON OPNGT BRG NON OPNGI
WA]JIJ BRG ITP/PR WAI-'IJ BRG UP/PR WAI'T' BRG I'P/PR WAI,I-, BRG I'P/PR
s-2 . 3-hr o-hr Nr-,/Nr-, 3-hr 0-hr Nr,/NL, 3-hr o-hr NL/NL 3-hr 0-hr NL,/Nr.,
The exterior walls are required to be of NONCOMBUSTIBLE material .
-- Sec. 602.2Projections from exterior walls shall be of noncombustible material .
-- sec. 704.2.1
Exterior wall-s are required to be fire-rated for exPosure to fire:
1. From Both sides when fire separation is 5 feet or less.
2. on the interior side only when separation is greater than 5 feet.
-- Sec. 7O4.5
Then maxirmrm percent of area of unprotected opening has been
adjusted for an automatic sprirrkler system, -- Sec. 704.8.1
Page # 3
Code review for:Project Id.: VAIL'S PARK AIID GARAGE @ P3&.I
Address: 355 IIANSON RAIICH ROAD
up/pr = Maximum percent of openings in the exterior wall .
-- Table 704.8
up - The naxj-mun percent if all openings are unproEected.pr - The maximum percent if all openingrs are protected.
If some are protected and some are not, then use formula
in Sec . 704.8
openings in l-hr walls are required to be protecEed with
3/4 hour asseribLies. -- Sec. 7O4.12 and Sec. 715.4
openings in wa11s required to be greater than Lhr are required
protected wit,h L t/2 h;ot:r assemblies. -- Sec. 7t5.4
NLr = No fire protection requirements for openings.
NP = Openings are not permitted in this wall .
* = These walls may be required to have a parapet walI 30 inches
above the roofing. The parapet vrall is required to have the
same fire rating as the wall and shafl have noncombustible faces
for the uppermost 18 inches. -- Sec. 7O4.Lt
Exception 1: A parapet waII is not required when the wa11 is not
required to be fj.re-resistive.
Exception 2: A parapet wall is not required when the floor area
Excep'Lion''
ll.igfuiiliiil;li:l"i:#Hx,'rr;::;$';:i,rg
Page # 4
Code review for:Project Id.: VAIL'S PARK AI.ID GARAGE @ P3&iIAddress: 366 IIANSOI{ RAI{ICH ROAD
PIRE RESISTAIICE RATINGS FOR BUIIJDING EI-,EMENTS -- Table 601
EIJEMENT MATERIAIJ RATING NOTESStructural Frame llonconbust,ible 3 hour Note 2fnterior Bearing wall Noncombustible 3 bourInterior nor:brg wall tiloncombus t ibl e 0 lrour Note 5
Shaft Enclosure Noncombust ib le 2 hour Note 1
Floor/Cej.ling Assembly }loncombustible 2 hour Noce 9Roof/Ceiling Assedbly Noncombustible 1 1/2 hour Note 4, 13
Stairs Noncombustible None
IiIOTES:
1. Fire resistance rating for shafts based on Section 707.4
NoTE: See Section 7o7 -2 for shaft enclosure exceptions.2. Roof supports: Fire resistance rat ing of structural frane and bearing
walls are permitted to be reduced by t hour where supporting a roof on1y.
-- Table 601, b.4. Heavy timber shaU be permitted where a t hour or less fire ratingj.s required. -- Table 5OL, e.2.5. Fire-retardant, treated wood shall be permitted in:A. Nonbearing partitions where the required fire-resistance rating
is two hours or less. -- Sec. 603.1, 1.1.
Partit.ions diwiding portions of stores, offices or similar places
occupied by one tenant only aIrd do not establish a corridor or serve
an occup.ult load of 30 or more may be:A. constructed of fire retsardant treated woodB. one trour fire resistive constructi.onC. wood panels or similar up to six feet in height.
-- Sec. 603-1, Exception 89. Parking surfaces shall be of concrete or similar noncombustible
and nonabsorbent materials. Asphalt parking surfaces are permitted
at ground leve1 . -- Sec. 406.2.613. Fire-retardant-treated nood shall be allowed in buildingsincluding girders and trusses as part of the roof construction.
-- TabLe 601, c.3.
Page # 5
Code review for:
Project Id.: VAII"T'S PARK AIID GARAGE @ P3&iI
Address: 365 IIAI.ISON RANCH ROAD
SHAFT REQIIIREMEIITS:
Openings other than those necessary for the puryose of tshe shaftshall not be permitted. -- Sec. 7O7.7.I
Penetrations other than those necessary for the puryose of the shaftshall not be permitted. -- sec. 707.8.1
Shafts that do not extend to the bottom of the building shall:1. Be enclosed at the lowest leve1 with the same fire-resi.stancerating as the lowest floor but not less than the ratingof the shaft enclosure; or2. Terminate in a room having a use related to tbe purpose of theshaft. The room and openings shall have a fire-resistancerating at least equal to the shaft enclosure; or3. Be protected by approved fire dam;rers installed at the lor.testfloor level within the shaft enclosure.-- Sec . 7O7 .Lt
PENETRATIONS OF FTRE RESISTIVE ASSEMBI,IES -- Sec. 7I2
WALIJS ASSEMBIJIES -- Sec - 7L2,3
Through penet,rations of walls:L. Penetrations shall be installed as tested in the fire resistance
rated assenbly. -- Sec. 7L2,3.L.L2. Penetrations shal1 be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0'01 inch
of water and shall have an F rating of not less thal the required
rating' of the wall penetrated. -- Sec. 7L2.3.1'.2Exception: Where penetrating' items are steel , ferrous or copPer
pipes or steel conduits, the annular space between the and the
penetratingi item and the fire resistance rated wa1I shall be
permitted to be protected as follows:1. In concrete or masonry walls where the penetrating item is a
maximum of 6 inches nominal diameter arrd the openings is a
maximum 144 square inehes, concrete, grout or mortar shall be
permitted.
2. The material used to fill the annular space shall prewent tbe
passage of flame and hot gasses sufficient to ignite cotton.
Page # 6
Code review for:Project Id,: VAILr'S PARK AND GARAGE @ P36.,JAddress: 366 IIANSON RANCH ROAD
Membrane penetrations of walls :
The requirements are the s:rme as for through penetrations.-- Sec . 7L2.3.2
Exceptions:
1. Steel electrical outlet boxes that do not exceed 15 square incbesprovided that the area of such openings does not exceed L00 square
inches for any 100 square feet of wa1I area. Boxes on oppositesides of the assenibly shatl be separated by a horizontal distanceof not less than 24 inches.2. sprinklers wiEh metal escutcheon plat,es.
FI.,OOR/CEIIING AI{D ROOF/CEILING ASSEMBI,IES -- SEC. 712.4
Through penetrations of fire-resistive horizontal assemblj-es:1. Through penetrations sha1l be installed as tested in an approved
fire resist,ance rated assembly. -- Sec. 7L2.4.L.L2, Penetrations sha1l be protected by an approved penetration firestop
system with a minimrm positive pressure differential of 0.01 inch of
water and shal1 have an F rating and a T rating of not less than
t hour but not less than the required rating of the floorpenetrated, -- Sec. 7L2.4.1.2
Exceptions:
1. When penetrating' items are stee1, ferrous or copper conduits,pipes, tubes and. vents through a single concreEe floor, the
anrrular space shall be permitted to be grout or mortar. The
minimum thickness is the thickness required to maintain the fire
rating. The maximum size of the penetrating items j-s equivalentto a 6-inch diameter and the opening is a maximum of L44 square
inches.2, Elect,ricaL outlet boxes that have been tsested for use in fire
-asseniblies.
Membrane penetrations of fire-resistive horizontal assedblies:
The requirements are the sane as for through penetrations.
-- Sec. 712.4.2
Exceptions:1. When penetrating items are steel , ferrous or copper conduits,electrical outlet boxes, pipes, tubes and vents through concrete or
nnsonry and the ar:rruLar space is protected by an approvedpenetration firestop assembly or protected to prevent the free
passage of flame and products of cofiibustion. Such penetrations
sha1l not exceed Ern aggregate area of L44 square inches in any 100
square feet of ceiling area in assemblies without penetrations.
2. Electrical outlet boxes that have been tested for use in fire-
assemblies.
3. Sprinklers with metal escutcheon plates.
Page # 7
Code review for:Project Id.: VAfI-r'S PARK Al{D cARAcE @ P3&iI
AddrESS: 355 IIANSON RANCH ROAD
DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716
Dampers shall be accessible for inspection and servicing. 716.4
where required. -- Sec. 716.51. Fire walIs. -- Sec. 716.5.12. Fire barriers -- Sec. 7!6.5.2 See exceptions3. Shaft enclosures -- Sec. 716.5.3 See exceptions4. Fire partitions -- Sec. 7L5.5.4 See excepLions5. Smoke barriers -- Sec. 7l-5,5.5 (smoke damper ) See exceptions
OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2
Uses are not separated by fire barriers. The construction of the buildingis based on the mosL restrictive use. -- Sec. 302.3.1
SEPARATTON OF INCIDENTAT USE AREAS -- Tablc 302.1-.1
Furnace rooms vrhere any piece of equipment is over 400,000 BTU
per hour input -- Smoke barrier -- Sec. 302.1.1.1
Rooms with any boiler over 15 psi and 1.0 horsepower
-- Smoke barrier -- Sec. 302.1.1.1Refrigerant machinery rooms -- Smoke barrier -- Sec. 302,1.1.L
Parking garages -- t hour and an automatic sprinkler system
rncinerator rooms -- 2 hours and an automatic sprinkler system
Storag'e rooms over 1OO square feet -- Smoke barrier
-- Sec.302.L.1.1Note: This lists covers only the most contrnon uses. See Table
3O2.L. l- for a comDlete list.
EXIT REQUIREMEMfS:
FI, NAME NUI4B MIN MTN PANIC CORRIDOR DOOR NOTES
OCC EXITS WIDTH IIDWR RATING SWING
1 Mechanical Room 1 1 o.2 No N/A N/R
1 2 o-2 No N/A N/RTOTAI-, FOR FI.OOR
TOTAI, FOR FIJOOR
81 Parking carage 54 2 8.L No N/A out 1
54 2 LO.8 No N/A Out
82 Parking carage 86 2 L2.9 No N/A out 1
TOTAI-, FOR FIJOOR 86 2 17.2 No N/A Out
Page # 8
Code rewiew for:Project Id.: VAfL,'S PARK AND GARAGE @ P3&,J
Address: 366 ITANSON RANCH ROAD
83 Mechanical Room 1- 1 0.2 No N/A N/R
83 Mechanical Room(II2o) o.o No N/A N/R
83 Mechanical Room (EL,E) o . o No Il/A N/R
B3 Parking earage 82 2 L2.3 No N/A Out 1
TOTAI, FOR FIOOR 83 2 L6.6 NO N/A OUt
FOOTNOTES:
1. Two exj-ts are required from this area since the occupant load exceeds
allowable in Table 1014.1
NOTES FOR EXIT TABI,E
Door swing is based on Section 1008.1.2
Occupant load is based on Section 1004 and Table 1004.1.2
Exit width is in inches and based on Section L005.1 & Table L005.1
width shown for all areas is based on other egress components.
Width shown for 1st floor is based on other eg'ress components.
Width shown for other floors & basements is based on stairways.
For the minimum width of doors, see Section 1008.1.1.
For the minimum width of corridors, see Section 7'07-6.2.
For the minimum width of stairways, see Sectj"on 1009.1-.
Exits shall be continuous from the point of entry into the exit to
the exj-t discharge. -- Sec. 1003.6
EXIT SEPARJATION
In areas where 2 exits are required, the minimum separation is 1/3 of
the maximum diagonal of the aiea or fLoor measured in a straight line
between exits or exit access doorways.-- Sec. 1014.2'1, Exception 2
Multiple means of egress shall be sized such that the loss of any one
means of egress shall not reduce the available capacity by more than
50 percent. -- Sec. 1005.1
EtrT SIG}IS
Exits and exj-t access doors shall be marked by an approved exit sigrr 'Signs shall be placed where the exit or the path of egress travel is not
irmnediat,ely visible. No point to be more tha.n 1OO feet from an exit sign.
-- Sec. 1011.1
Exception 1: Exj.t signs are not required in rooms or areas which require
only one exit .
Exeeption 2: Main exterior exit doors which obviously and clearly are
identifiable as exits need not be signed when approved.
Br:Lt sigus sbatl be internalty or externally illuminated.
-- Sec. LOL1.2
Exit sign shal1 be illuminated at all times including during loss of
primary power. -- Sec. 101-1.4 & Sec. 1011.5.3
Code rewiew for:Project Id.: VAII-r'S
Address: 356 IIANSOII
BOI-,T LOCKS:
Manually operated
-- Sec. 1008.1.8.4
PARK AIiID GARAGE @ P3&iI
RANCH ROAD
Page # 9
elewation on each
t/2 irj.ch lower than the
flush bolts arrd surface bolts are not permitted.
Exception 2: Wtrere a pair of doors serves a storage or equipment room,
manual ly operated edge- or surface-mounted bolts arepermitted on the inactive leaf.
IJOCKS AIiID I'ATCIIES :
Egress doors shall be readily openable from the egress side without the
use of a key or any special knowledge or effort. -- sec. 1008.1.8
Locks and latches sha1l be permitted to prevent operation where any
of the following exists:
Exception 2: The maj.n door or doors in Group B, F, M and S areas are
permitted to be equipped with key operating locking devices
from the egress side provided:
2.1 The locking device is readily distingrrishable as locked.
2.2 A readity visible durable sign is posted on the egress
side stating: THIS DOOR TO REMAIN IINLOCKED WHEN BUILDING
IS OCCUPIED
Exception 3: Where egiress doors are used in pairs, automatic flush bolts
shall be permitted to be used, provided the door leaf having
the automatic flush bolts bas no doorknob or surface-mounted
hardware.
ADDITIONA.IJ DOORS:
Where additionaL doors are provided for egrress purposes, they
shaLl conform t,o the requirements in Section L008.1
I,A}iIDINGS AT DOORS:1. There shall be a floor or landing on each side of a door.
-- Sec. 1008.1,42. Such floor or landing shall be at the same
side of the door, -- Sec. 1008.1.43. The floor or landing sha.ll not be more than
threshold. -- Sec. L008.1.54. Landings shall have a width not less than the width of the stairway
or width of the doorway, wb.j.chever is the greater. Where a landing
serves an occup;rnt load of 50 or more, doors in any position sha11
not reduce the landing dimension to less ttran one half it reguired
width. The minirmrm length in the direction of exit travel is 44
inches. -- Sec. 1008.1.55. The space between two doors in series shall be 48 inches plus the
width of door swinging into Ehe space. -- sec. 1008.1'?
Page # 10
Code review for:
Project Id.: VAILr'S PARK AIID GARAGE @ P3&,t
Addrcss: 355 TIANSON RANCH ROAD
STAIR REQUIREMEI{|S:
Stairways:1. The riser heights shall not be less than 4 inches or greater than ?
inches. The minimum tread depth is 11 inches. -- Sec. 1009.3 The
maximum variation is 3/8 inch between the largest and the smallest
in a stairway flight- -- Sec. 1009.32. The minimum width of a stairway is 35 inches, 44 inctres if the
occupant load is greater than 50. -- Sec. 1009.1
elsol check exit Lafte above to see if minimum wj.dth is gr6ater than
44 inches.3, Prowide a haldrail on each side of stairways. -- Sec. 1009.11
Handrail height, measured alcove stair tread nosing, shall be not
Less than 34 inches and not more than 38 inches. -- Sec. 1009.LL.L
HandraiLs with a circular cross section shall trave an outside diameter
of at least r. r/+ inches and nots greater ttran 2 inches or shall
provide equivalent graspabi l ity. -- Sec. 1009.11.3
Ilandrail-gripping surfaces shaIl be continuous without interruption
by newel post or other obstrucEions. -- sec. 1009.11 .4
Handraj.Is shall return to a wa1l, grrard or the walking surface or
shall be continuous to the handrail of an adjacent stair flight.
Where handrails are not continuous between flights, the handrails
shall extend horizontalty at least 12 inches beyond the top riser
top riser and continue to slope for the depth of one tread beyond
the bottom riser. -- Sec. 1009.11.54. open sides of walking surfaces which are located more than 30 inches
above tshe floor or grade below are required to have a guard.
- - Sec. 1012 . l-
5. The minimum height of gnrard is 42 inches. -- sec. 1012.2
6. open grrards shal1 have balusters or ortlarnental paEtern such that
a 4-inches diameter sphere cannot pass through any opening up to a
height of 34 inches. From a height of 34 inches a.bove the adj acent
walking surface to 42 j.nches above the walking' surface, a sphere
8 inches in diameter shall not pass. -- Sec. 1012.3
Exception 1. The triangular opening formed at the riser, tread and
grrardrail may be 6 inches,
Exception 3. Areas which are not open to the public within I-3, F,
H, or S occupalcies, balusters, horizontal intermediate
rails, or other construction shal1 not permit a sphere
with a diameter of 2t inches to pass through.
7. The minimum headroom clearance is 80 inches (6 ft.- I inches.)
measured vertically from a line conlecting the edge of the nosing.
Headroom shall be continuous to the point where the line intersects
the landing below. The minimum clearance shall be maintained the fulI
width of the stairway and landing. -- Sec. 1009.2
8. Enclosed usable space under ttre stairs is required to be protected'
by l-hour fire-resistive construction or the fj.re-resistance rating
of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5
9. A flight of stairs shal1 not have a vertical rise greater than 12 feet
between floor levels or landings. -- Sec. 1009.6
Page # 11
Code review for:Project Id.: VAIL'S PARK AND GARAGE @ P3&iI
AddrCSs: 355 HAIiISON RJNiICH ROAD
STAIRWAY ENCLOSIIRES:'1. Stal.rwaya are requi red to be in 2 hour fire resistive exit enclosures.
-- Sec. L019.1
Exception 4: Stairways that are not a required means of egress element
only need to comply with sbaft enclosure reguirements in
Section 707-2
see Exception 2 to shaft enclosures in Section 707.2
Exception 7 in Section 707.2, Not required if:
7.1 Does not connect more than two stories.
7.3 Is not concealed.7.6 Is separated from openings to other floors by
constnrction complying wiLh shaft requirements.
2, The openings into the exit enclosure are required to be L L/2 }eowr
fire assenblies. -- Table 7L5.3
Otrrenings into enclosure are limited to those necessary for exit access
to the enclosure from normalty occupied spaces and for eg'ress from the
enclosure. -- Sec. 1019,1.1
Doors shall be self-closing or autonat ic closing. -- Sec. 7L5.3.7
3. Exit enclosure must discharge directly to the exterior of the building.
-- Sec. 1023.1
Bxception 1: 50 percent of the number and capacity may exit through
areas on the level of discharge provided all of the
following are met :1.1 There is a free and r:nobstructed way to tshe exterior that is
readily wisible and identifiable form the exit enclosure.
1.2 The level of exit discharge is separated from areas below by
construction conforrning the fire resistance rating for the
enclosure.
Exception 2: 50 percent of the nr:niber and capacity may exit through
a vestibule provided all of the following are met:
2.L The area of the vestibule is separated from areas below by
construction conforming the fire resistance rating for ttre
enclosure.2.2 lhe depth from the exterior of the building is no! g'reater than
10 feet ald the length is not greater than 30 feet.
2-3 The vestibule is separated from the remainder of ttre level of exits
discharge by construction providing at least the equivalent of
approved wired glass in sEeel frames.
2.4 The vestibule is used only for means of egress and exits directly
to the outside .
Page # 12
Code review for:Project Id.: VAII-,iS PARK AND GARAGE @ P3&J
Address: 355 TIANSON RANCH ROAD
4. The wa1ls and soffits within enclosed usable spaces under stairhrays
sha1l be protected by 2 hour fire resistant construct.ion. Access tothe enclosed usable space shal1 not be directly from within thestair enclosure. -- Sec. 1019.1-.5
5. If a stairway cont inues below the level of exit discharge, an
approved barrier is required. at the level . Directional exit sigrrs
shal1 be provided. -- Sec. 1019.1.6
tt svnron RBeuTREMENTS r1. An approved pictorial sign of a staldardized design shall be posted
adj acent to each elevator call station on all floors instructing
occupants to use the exit stairways and not to use the elevators
in case of fire. -- Sec. 3002.33. Hoistways of elevators penetrating more than three stories shall be
provided with a means for venting smoke and hot gases to the outer
air in case of fire. -- Sec. 3004.1
F,AI4P REQUIREMEMIS:
l-. The mj.nimum width is 44 inches. If a ramp serves an occupant load
of 50 or less, it may be 36 inches wide. If the rannp is serving a
high occupant 1oad, check exit table above for required width.
-- Sec. 1010.5.1 & 1016.2, Exception 22. Tf the ramp is part of the means of egress, the maxirnum slope J-s
l-:12, All other ramps may have a slope of 1:8 or 1ess.
-- Sec. 1010.23. The rise for any ramp shal 1 be 30 inctre s maxj.mum. -- Sec. 1010.4
4. Landings shall be provided at the top, bottom, points of turning
and at doors. -- Sec. 1010.6
Landings shall have a length of at least 5 feet in the direction
of travel . -- Sec. 1010.6.3
Where cha-nges in direction of travel occur at landings, the
landing sha1l be 60 inches by 60 inches minimum. -- sec. 1010.5.4
5. The surface sball of slip-resistant materials th.at are securely
attached. -- Sec. 1010.7.16. Handrails sha.I1 be per stair requirements. -- Sec. 1010.8
A rail shall be mounted below the handrail 17 to 19 inches above
the ramp or landing surface, -- Sec, 1010.9.17. A curb or barrier sl.all be provided that prevents the passage of
a 4-inch diameter sphere, where any portion of the sphere is
within 4 inches of the floor or <rror:nd surface. -- Sec. 7-o7.o.9.2
EXIT ACCESS TRA\/EIJ DISTA]iICE:
The maximum travel distance in Group s2 is 400 feet. -- Table 101-5.1
The maximum travel distance in Group B is 300 feet. -- Tab1e 1015.1
Page # l-3
Code review for:Project Id.: VAIL'S PARK AIID GARAGE @ P3&J
Address: 366 HANSON RANCH ROAD
BUIIJDING ACCESS IBIIJITYl-. In addition to accessible entrances required by Sectj.ons 1105.1.1
through 1105.1.6, at least 50 percent of all puJrlic entrances
sha1l be accessible. -- Sec. l-L05.12. AE least one accessible entrance shall be provided to each tenant,
dwelling unit and sleeping unit in a facility. -- Sec. l-L05.1.6
3. Where parking is provided, accessible parking' spaces ha1I be prowided
in compliance \rith Table 1t-06.L -- Sec. LL06.14. At least one accessible route shalL connect each accessible level .
-- Sec, L104.4 See exceptions.5. Accessible routes sba1l coincide with or be located in ttre same
area as a general circulation path. Where the circulation path is
interior, the accessible route shall also be interior.
-- Sec. 1104.5
6. On floors where drinking fountains are provided, at least 50 percent,
but not less than one fountain sha1l be accessible. -- Sec ' l-109.5
ROOFIITG REQUIREMEIfTS :1. The roofing on this building is required to be Class B or better.
-- Table 1505.1
AIIIOMATIC SPRINISJER SYSTEMS -- Sec. 903
An automatic sprirrkler systern is required throughout buiJ-dings clasgified as
encloeed parking garages. -- Sec. 9o3.2.9
An automatic sprinkter system is required in an enclosed parking garag'e where
located beneath other g'roups. -- Sec. 9O3.2.9
An automatic sprinkler system shall be provided throug'hout buildings used for
storage of cormnercial trucks or busses when the fire area exceeds 5000 sq.ft.
-- Sec.903.2.9.1
WARNING: -- If any of the above require a sprinkler system throug'hout
the building', then the sprinkler system cannot be used for one hour
su.bstit,ut.ion. -- Table 501, Note d
STANDPIPE AIiID HOSE SYSTEMSi -- Sec. 905
Class III standpipe systems shall be insLalled throughout buildings
where tshe floor level of the lowest story is J-ocatsed more tharr 30 feet
below the highest level of fire department vehicle access.
-- Sec.905.3.1
Exception: Class I standpipes are allowed in buildings with an automatj"c
sprinkler system.
See sections 905.4 and 905.6 for reguired locations.
See section 905.7 for cabinet recruirements.
code review for:
Page # 14
Project Id.: VArL'S PARK AIID GARAGE @ P3&'J
Address: 366 HANSON RANCH ROAD
L,IGHT AIID VEM| ILATION1. Every space intended for human occupancy sha1l be provided with
natural light. The minirmrm net glazed area shall not be less than
8t of the floor area. -- Sec. 1205.1 and L205.2
Any room is permitted to be considered as a portion of an adjoining
room where one half of the area of the conmron wa11 is open and
unobstructed and provided not less than one tenth of the floor area
or 25 square feet, whichever is g'reater. -- Sec. L205.2.L
Artificial 1i9ht shall be provided that is adequate to provide an
average illumination of 10 foot candles over the area of the room
at a height of 30 inches above Lhe floor. -- Sec, L2o5.3
2. Natural ventilation of an occupied space shal1 be through windows,
doors, louvers or other openingrs to the outdoors. -- Sec. L2o3.4
The minimum openable area to the outdoors shall be 4 percent of the
floor area. -- Sec. 1203.4.1
Any room is permitted to be considered as a portion of an adj oining
room wlrere unobstructed openings are provided that have an area not
less ttran 8t of the floor area of the interior room but no less than
25 square feet. -- Sec. !202.3.1.1
V{hen opening:s are below grade, clear space measured perpendicular to
the opening sha1l be one and one half times the depth of the opening.
- - Sec. 1203 .4 .L.2
3. Rooms containing bathtubs, showers, spas and similar bathing fixtures
sha1l be mechanically ventilated. -- Sec. L203 -4.2.L
CEIIJING HEIGHTS:
occupialrle spaces, habitable spaces and corridors shall have a ceiLing
height of not less than 7 feet 6 inches, Bathrooms, toilet roonsi,
kitchens, storage rooms and laundry rooms shall be permitted to have a
ceiling height of not less than 7 feet. -- Sec. L2O8.2
Page # 15
Code review for:Project Id.: \IAILT'S PARK AlfD cAIAcE @ P3&,J
Address: 356 HANSON RANCII RO,AD
WAI-,I, A}ID CEIIJING FINISH:1. Wall and ceiling finish materials are required to comply with
Sec. 803.5 and Table 803.5.2. Textile wall coverings shal1 have Class A flame spread index andshall be protected by automatic sprinklers or meet the criteria in
Section 803.5.1.1 or 803.6.L.2. -- Sec. 803.5.13. Caa?et and similar textile materials used as a ceiling shal1 have a
Class A flane spread index and be protected by automatic sprinklers.-- Sec.803.6.2
4, Expanded vinyl walI coverings shal-J. comply with the requirements for
textile wall and ceiling materials. -- Sec. 803.75, Toilet room floors shalI bave a smooth, hard nonabsorbent surfacethat extends upward onto the wal1s at least 6 inches.-- Sec. 1210.16. Walls within 2 feet of urinals and water closets shaLl Lrave a smooth,
hard nonabsorbent surface, to a height of 4 feet above the f1oor.
-- Sec. L2LO.2
INSIILATION NOTES:1. Insulating materials shall have a flame-spread rati-ng of no rnore than
25 and a smoke developed index gf not rnore than 450. -- Sec. 7L9.2
( concealed installation) and sec. 719.3 (exposed installation)
Foam plastic j-nsulat.ions are required to be protected. -- sec. 2603
Page # 15
Code review for:
Project Id.: VAIL'S PARK AND GA.RAGE @ P3&,J
Address: 366 HAIiISON RAITCH ROAD
ADDITIONAIJ REQUIREMHflTS :For S-2 occupancy
For B occup€rncy
Floor-B 3 Occupancy-Parking GarageVehicle barriers not less tha! 2 feet high are required where the
difference in elevation j.s greater than L foot. -- Sec, 406-2.4
Vehicle barrier systems shall be designed to resist a single load
5,000 pounds applied horizontal . -- Sec. L6O7.7.3 Note: Garages
acconmodating trucks and buses sha1l be designed for that use-
Floor-B 2 Occupancy-Parking GarageVehicle barriers not less than 2 feet high are reguired where the
difference in elevation is greater than 1 foot. -- Sec. 406.2.4
Vehicle banier systems shalt be desigrred to resist a single load
6,000 pounds applied horizontal . -- sec. L6o7.7.3 Note: Garages
acconmodating trucks and buses shall be designed for that use.
FIoor-B l- Occupancy-Parking carage
Vehicle barriers not less than 2 feet high are required where the
difference j.n elevation is g,reater than 1 foot. -- Sec. 406.2.4
Vehicle barrier systems sha1l be designed to resist a single load
6,000 pounds applied horizontal . -- Sec, L607.7.3 Note: Garages
accommodating trucks and buses shall be designed for that use.
ACCESSIBI-'E FACILITIES :
IiIOTE: Except as noted, section numbers listed below are from
rcclANsr A].].?.1-1-998
V{ATER FOITNTAINS A}lD WATER COOLERS:
Accessible r:nits must comply with the following:L. spout is to be within 36 inches of the floor. -- sec. 602.4
2. Spout arrang'ed for parallel approach shall be located 3 1/2
inches maximum from the front edge. Units with a forward approach
sha.ll have ttre spouts 15 inctres minimum from the vertical suPport
and 5 inches maximum from the front edge of the unit.
-- Sec. 602.5
3. Spouts shall provide a flow of water 4 inches height minimum.
-- Sec. 602.6
Page # 17
Code review for:
Project, Id.: VAILr'S PARK AIiID cARAcE @ P3&if
AddreSs: 365 IIANSON RANCH ROAD
TOIIJET FACILITIES:1. A 60 j.nch diameter turning space or T- shaped space is requiredin the toilet room. -- Sec. 603,2.1 and 304.3
Doors shal1 not swing into the clear floor space for any fixture.
603.2.3 see exception for rooms used for individual use.
2. water closet sha1l be mounted adj acent to a side wall orpartition. The distance from the side waLl or partition to the
centerline of the water closet shall be 16 to L8 in, Sec. 604,2
3. When the accessible water closet is not in a compartment:
Clearance around the water closet shal1 be 50 j.nches minirmrm,
measured perpendieular to the side wal1, and 55 inches minimum,
measured perpendicuLar to the rear wall . -- Sec. 604.3.1
4. When the accesgible water closet is in a compartment:
Wtreelchair accessible compartmenLs sha.Il be 50 inches wide
minimum measured peryendicular to the side waI1, and 56 inches
deep minimum for wall hung waLer closets arld 59 inches deep
for floor mounted water closets, measured perpendicular to the
rear waIl. -- Sec. 604.8.1-.:
conE)artment, d.oors shall not swing into the minimum required
compartment area. -- Sec. 604.8.1.2
Page # L8
Code review for:Project Id.: VAII-r'S PARK AIiID GARAGE @ P3&.fAddress: 366 IIANSON RANCH ROAD
5. Gra.b bars shall have a circular cross section with a diameter ofI t/4 inc}a minirmrm and 2 inches maximum, or shal1 provide
equivalent graspability. -- Sec. 609.2
The space between the wall and the grab bar shall be L L/2 inches.
Sec.5O9-3
Grab bars shall be mounted in a horizontal position 33 inches
minimum and 36 inches maximum above the fLoor. -- sec. 509.4a. Side wal1 grab bars are required to start within 12 inches
of the backwall and extend to 54 inches from the back waII.
(Ttre minimrm length of the bar is 42 Lnl -- sec. 504.5.1b. The rear bar shall be 24 ln long minimum, centered on the
water closet. Where space permits, the bar shall be 36' in
long minimum, with the additional length provided on the
transfer side. -- Sec. 604.5.26. The top of the water closet seats shall be L7 to 19 inches above
the floor, -- Sec. 604.47. Accessible urinals shal1 be of the sta1l tlpe or wa11 hung with
the rim at 17 inches maximum above the floor. -- Sec. 605.28. Accessible lavatories shall be mounted with the rim 34 inches
maximum above the floor. -- Sec. 606.3
9. Sinks sha1l be 6 L/z inches deep maximum. -- sec. 606.510. wauer supply and drain pipes under lavatories shall beinsulated or ottrerwise treated to protect against contsact.
-- Sec.606.511. Mirrors shall be mounted !"ith the bottom edge of the reflecting
surface 40 inches maximum alcove the floor. -- Sec. 603.3
Page # 19
Code review for:Project Id.: VAILr'S PARK AND GARAGE @ P3&iI
Address: 366 HAITSON RAIICH ROAD
GI,AZ ING REQUIREME}ilTSAI1 glazing in hazardous locations is required to be of safetyglazing mat,erial . -- Sec. 24O6.LLocations: -- Sec. 2406.31, Glazing in swinging doors except jalousies.
2. GJ-azLng in fixed and sliding panels of sliding patio door asseniblies
and panels in sliding and bifold closet door assemblies.
3. Glazing in storm doors.4. Glazing in all r:nframed swinging doors.5. Glazing in doors and enclosures for hot tubs, whirlpools, satlnas,
steam rooms, bathtubs and showers. Glazing in aly portion of a
building wall enclosing these compartments where the bottom e>rposed
edge of the glazing is less tharr' 50 inches above a standing surface.6. Glazing in fixed or operable panels adj acent to a door where ttre
nearest e:<posed edge of the glazing is within a 24-inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less tharl 60 inches above the
walking surface.
Exception: Panels where there is an intervening wall or other
permanent barrier between the door and glazing.
7. Glazing j.n an individual fixed or operable paneI, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:7.1 E:q)osed area of an individual pane g'reater than 9 square feet.
7,2 Exposed bottom edge less than 18 inches aJrove the floor.7.3 E)<posed top edge greater ttran 35 inches alcowe the floor.
7,4 One or more walking surfaces within 36 inches horizontally of
the plane of the glazing-
See Exceptions .8. Glazing in guards and raiLings regardless of the area or height
above a walking surface.9, Glazing in watls and fences enclosing indoor and outdoor swinuningpools, hot tubs and spas where all of the following are present:
9.1 The bottom edges of the gtazing on the pool or spa side is
less than 60 inches abowe the walking surface,9.2 The glazing is within 50 inches of the water's edge.
10. Glazing adj acent to stairways, laldings and ramps within 36 inches
horizontally of a walking surface when the glass is less than 50
inctres above the plane of the wal-king surface.
11 . Glazing adjacent t'o stair.ways within 60 inches horizontally of the
bottom t,read of a stairway in any direction when the exposed glass
is less than 60 inches a-bove the nose of the tread.
See Excentions .
7s south Frontage Rd. i OWn Of Vail
,r', o, nr[lil"ii;"? 3i 3 1-' r0f pi * "i n0tlan analysis based onthe 2003 Internatiorral Building Code
Proj ect llurnber : PRiIo3 - 0004Project Name:VAII-,'S PARK & CIARjAGE
Address:356 IIAIiISON R,L}ICH RD
Occupancy: S-2
Construction: I-A
/
/
"/
/
/
/
Date: March 26, 2OO4
Contractor: IfYDER CONST
Architect:42/40
Engineer: MONROE & NEWEITIJ
Report Byr iIR MONDR;AG|oN
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirenrents in the 2003 IBC.It is a guide to selected sections of the code.
Report created using PIan Analyst software by IHS GIobaI 800-854-7179
# SIIEET IDENTIFICATIO}I CORRSETION REQUIRSD
1 AJ,I-,Approved numbere or addresses shall be provided in aposition that is visible and legible frorn the streetor roadway. Lettera and numbers shal-L be a minimumof 3 incbes in height with a minj.mum 0.5 inchstroke. -- Sec. 501.2
At least, 50 percent but not less than one entranceshall comply with accessibility requirements. --
Sec. 1105.1
The walls of this exit enclosure are not 2 hour fire
resistive. -- Sec. l-0L9,1.
openings to the exit enclosure are required to be 1
l/2 }:o:ur fire assernbl-ies. -- Table 715.3
Exit enclosure must discharge directly to the
exterior. Note: 50 percent may exit through a
vestibule conforming' to the fire rat ing for the
enclosure. -- Sec. 1023.1
Indicate that building has an automatic sprinkler
system per NFPA 13 on the p1ans. -- Sec. 903.2
Show the class of standpipes on plals. -- Sec. 905
2 AIJIJ
3 ALI-,
4 AL,IJ
5 AIIJ
6 AJ-,IJ
7 AI-,L
o-?q*u'\*dl
Code review for:Project Id.:
Addresd:/.t
A AIrIr{
, *tJ
1OALL / ,
11 ALI-, /
Page # 2
Standpipes must be shown in the correct locations.
-- Sec. 905.4 , 905.5 & 905.5
All glazing in hazardous locations is required to be
of safety gLazLng material . -- Sec. 2405.1 &
2406.3
Show all desigm loads used in the design of this
building on the plans. (snow, uind, seismic, Iive,
etc.) -- Sec. 1603.1
Include a copy of the formdation jrnd soils
investigation for the site to be built on. -- Sec.
Lao2.2
Va il, Colora do
Denver, Col ora do
Dillon, Colorado
December 28,2004
4240 Archrtecture, Inc.
1621 Eighteenth Street, Ste
Denver, CO 80202
Boul- oo, g
Attn: Mr. Randy Hart. Senior Associate
Re: P3 & J Parking Structure, Vail, Colorado (M&N #5762)
Gentlemen:
We understand the contractor is in the process of installing sand, snowmelt tubing, and
pavers on the top level of the structure at this time. The intent is to open the structure for
parking this week.
The concrete structural slab supporting this area was placed on December 6,2004 and
will be approaching 28 day of age when loaded with vehicles.
Based on 4 andT day concrete cylinder strengths, it is our opinion the structural slab will
be ready to support vehicle traffic as soon as the contractor completes the parking
surface.
If you have any questions or comments, please call.
Very truly yours,
ENGINEERS,INC.
P
Monroe & Newell
Engineers, Inc.
200
Princi ,E"io 120+2}JY*
rFa.ffil"o, eVa;n';.", company (Mr. Dan Feeney)
Hv@i,affiage'[iqtr {Mr. Do u g Thompson)
ro*n'&oXfiartffi itirarte s oavi s)
1701 Wynkoop
(303) 523-4927 r FAX
l00l Plrlinom Sponer.
rn( ('otod.lo Ch.prcr oa
1fu ln.ri.m l|trritur. xf,{stiocts
ww&'. monroe -neq'ell. c om
Street. Suite 200. Denver, Colorado 80202
(303) 623-5502 o email: denver@monroe- newell. com
s-4
From: Bill CarlsonTo: Charlie Davis
Date:
Subject:
OA/1712Co47'.46:44 AM
Re: P3 site and work stoppage
Charlie,
No Red Tag has been issued by TOV, nor has it been discussed with Hyder or VRDC representatives.
We have a gentlemens agreement to stop daratering if visible sediment is discharged into Gore Creek. A
19,000 gallon frack tank was dropped off yesterday that will be used as a seftling basin allowing solids to
settle out prior to draining into Gore Creek. This BMP will be connected today and monitored for
compliance. Hyder must excavate a platform for the construction crane that will impact the dewatering
well (cause cloudy water) this week. Once that is completed, the impact to ground water near the
concrete vault should be zero to minimal. I will be monitoring the situation every day this week and keep
you informed.
Let me know if you have any other questions. Bill
Bill Carlson, REHS
Environmental Health Officer/Planner
Torun of Vail
75 S Frontage Road
Vail. Colorado 81657
Ph: 970.479.2333
Fax:970.479.2452 EcQ --oo,8
l{AR-l1-2005 FRI 12:41
Ttr:
Fr'gfir:
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l!1" Elemtor'I'est and InspecUon
I
Lgcatjon 3'5 b lfrt"'Yt"t
pemrlt n111n1bsr 1J r^r( Cc't
Eievial'orType tiV[tnJi e llan,bcno'4':a
[] 'the plans lnve beerr reviewecl ancl found to conform b all appllable ANSI 17-1 and
UBC cocles
V{ llrc elevator/esemr:HiftsFdonrbudterat the above location was lnspected and
tmte<J on 3- tlo{ and a;
n TEMPO|{ARY Certiflcate has been issued.
frl FINAL Inspection Ceffflcate has been issued'
t-l N0 certlflcate is bclng lssued.
Corrlillent$:
/*rpr,.L ,P.t /n:t 4(1
G- Otl_ t2.3
ry
Northwost CdoredoOounorldco/crrnnror8 r FQBox2SOg r Silverthorne r @ r 80498
970-4il"0295 | triu 970*468-1209 r vwvw'nwe,cog,co'us
00.r14l 2004 N0\ 15: 32 Fd,[ rcr 2seL3 6oozt ooz
RFI No.0r0
R-EQUEST I oR INFOR]yIATION
Founders Park and Parking Garage
iICI Job No. 24fr02
Arcltitect Job Nrt.
STRL)CTION INC.
TOI Attu: Randy Hart
42140 Architecfure
DRA'VING No(s):
SPECIFICATION:
DES(:RIPTION: Crane Pad
RFI In rtiated By: Hyder
Subcor tractor RFI No.
Attac.rments:
R.EPI,Y NEEDED BYr 6/ 18/2004
DATE OF QUESTION: 6/11/2004
tsd1
'oo'(u,,,n
Signed:
road a,:cess frorn the Town of Vail linriting roacl closrrrcs for concrel e purnping activities. The information was
forwa: ded fbr preliminary reveiw to incorporate the pl,d in the footir gs at the basc of the shaft and the stair
adjace rt to the elevator. Hyder requests that Moffoc lrleweli revierv the crane pad design previously provided
and pr lvide Lhe detailing as necessary.
Please advise if additional information is required.
Doug Thompson
Project Manager
ANS'ilER:
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Ansrve: ed By, 42140 Archirccturc
Signe<l:
Date;
Randy Han
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3216 pfinlle Road SE
Salen, OR 9?302.0306
USA
*,, t*ar*.rl N0. I 18 f.4rg vttvo
Fax
@oot t oot
P.O, Bot3S0B
sqjem, gR 07t02-1s44
USA
Fh: (503) S8gs?z1
Far (S03) 3tgt29z
rxx{.lrormwoquitment@m
7o; Norrn Hatdezr
Baker Concrele
FaE so3€67{ool.
Pl one: 303-367-81f1
Fridry, Marchg.ZOO4RefNn COR,1ES2EFagesr 1 ol q
Yt l* Temporary Constructio$ Tower Cr:ane Reaclion ForceePrr isgt B€ko! CgrrEr6te ' ' - --rr -rs'rs r\cq(.rrerr rercqE
Vlllk Fon! Door
Vail, Coforado
Mesarse:
[ffi'.ll',iHti,irffi*:ffifH,,Hfl,??nfllf':#ffj,T#3i:#?,'lJf,ffi$H.iffihsB,l4:l,,in 124rorw6fd6d lo you at 0
Fleass no(e that (he I
Efl$nHHlii{ii?fil9ffi5'"'""""Eli$ls'?,r,";ii:*T["J;;[?ffi,ililTifffty#it?Ji:;f,f.til*i,,."
The. r€infolceo €ncrEcnsinrershsl a,;r,;"'iiJ"l1{}!,.}5'*igru;#!ifr"ffi!iftffiff#?s:fjJi;Ti"Hig,3gE&,Rio*
"nc
take itrro aecounr
"it",pe.nc roJn-o-"Fon-a!?rfiTeqr,rir.onU.,r.,Jrnil;,il,ilil;;ecr
geoiecrrnicar ensineer,Please fed free to cal if trye can be of any furlhe, sg6l;Fnc€.
B€st regards.
M,AFron.; tsill Seebef
+rEheenDg Depaifient
tsxt 316
FaX: (Sr3) glS_12s?
b.eacbcr@norrow.ooln
Copies: F e. phit Tell.nah. Dab Cqx. MEC
g"I
Engineolnl I tretartment
Ext 318
FEX (603) :l{ 6.rt9?
9.cochrener 0rnorf ow, corn
t'tptr 69 zgu 7612E
/-B/Pa'd taZESZeCaE Br pBgB ,98 EEE
1563151?9?PFGE. al
Iill! xaYHF )rJ Fa. ET l'aaT 17 \rn.
06/21/ Z0o4 iloN 15:16 ITI/RX NO sgrg] @ ool
06,/2L/ 2004 ll0N 16:57 FAX
JUN.21.2004 3,2OAM o*rr"*,O ,uo, l1B P, 5c aztua'Kb
lt'J?1Y EqurPmen!Fooling loading
S2'lB Prlnqte Road, SE
Sales'1, Qrsgep 9730A.1 544usA
::ilJ#ffiTRUcTror !{uxxu!,
P.C'. Bax 3309
Sal,rrn. Oregon 87e02.0300usl
@o05 / o07
Ph: (503) 5EE.s/21
Frxi (503) s16-12s7
\,vwl,v,morrowequjp mEnt. corn
PRELI[dINARY
Prcjed: '
Baksr ConstnpliDn
Vrllt EFotrt Deor
Vail CO
Rof*ence#: 1sf1
E?,ulgment Peccosx40
F aach, ni Atl
H:ight, ft.: 70
Confi gurationi 4x $95 S16 or cquJvrlent
Conmenb:
(mr: Nl
(m)i 23.20
prepared hyi Ei[ Seebsr
EZzfSaBiAE Ar v^ae lgf EEr xtr!
08/21/ 2004
"@
M: Overtuming momont
hl Honzonbl load at the lop of coaereo
V: Vertlcal load
Mdr Elel.ring torquo morncnl abou! the
cenlerlihe of Ihe rorl,er
Md
r05 lbs 587.E37
kNl 79r l(Nm
lbc o fi-{be
KN 0 ,(Nm
Gencral Notes
I ' Tne contracror ,ha' b. r""pon.Eiiilffier oe-sign and conrrudion orthe tower c.arre footinq.
2. Thr aoh!flctor shatl ob:sewe all local, sFatr: or prqvincial ard federal codes goveming
- rhe design and corrsuucrion of t}re 6ra"e jo.if;. '--'
3' The crane founda on sh€il 1e..aes6nic 61;.lr#*rronrr . Fgneer regrsrered wrlh rhe rocali":#iT:l Ttre rnglrrc.pr sharr. ac&mmoirat6-proJea specrc conditions slrch as ailow3g1e. so DeadnE prEssure, differentlaj set(etne n!. and LaeTtat le lnllurnc!.j. fhe $oong toading is per FEM 1.001.o' 1l': lo3th6 r'*a orc.on.ry varid for rigrd fortings. Frexibre r teer suppons wifi h6vo ro T.Brstrle hcreased toads due ro_ lovrei se&nd uruir aeneciror, .dri.ti, lf;i mui'ili-Jor-oinaruo
^ -ih.Mcnow Englnoortng DeparUneni. '-
o. I ne lounct€lion anchors shalt be ltcurGd t: a to\^/er seclion €Dd neld plurDb and securelo e tolerahc. ot 1i.oo whir!
'rc
concrete tocrtr.bli oiiig conrtruct.d end csred,7. ?he concrete mr.rsi reach a miniraum ryrhfF of 3060 psi b.:ftre ereetion oF the toyzec crane-E. ln Opera'iicn -rs reeklared t!_w;n_dspgects upio aS Mp Hl ir *irdspeeos exceed. orare enlio'rpotc! io lxceed 45 MpH, rne Uvi,,ti crane cn.ti ue praeea OUt 0t ep6€tl6n 6n6
^ {he lower sene allowed to weathenr'ene 3EO deare6s.v, I ne con:,rEElor 6nall ved# ell dlfiensi,ons arrd siie cooditionl r pficr to starting, wbrl(, Anydeviatlons frrm rhese doiuments snai u. i,roiEtrrG'iie rmr neotate at*nton of the
'.Tlli,,Y'#glfililf,3flo$Tl;
-- -:: ' r" - Y
Mafch 5,2004 SllA:gB pM
MAF| eS ZgA4 r62at
lB/ffi'd
y'"' -
Checked Uy: @?'
.
1sag3rdl?r? pnGE,a?.
}]+{HF }l.t aA.rrT Faaz T? \rn.
[oN 15:15 (rXZnX NO S919) 4005
06121/2004 MoN 16:58 FAX
JtN. 21. 20C4 3:21AM
"iltffiriucTrof @ ooozooz
tl|0, 118 P, 5
Eeinforo'ng stgel
lsF.rnC boRo
ttch wa),
ct
NOTEThe dlnbing rlde cfrhe
ctznc MUST le perpcndicujar
torheface ofthe swctu re or
line ofclearancs for DloDrrlimbing rnd dlsma nrlehrent
ofthe crane.Iha web ofthe
towcf leltrnusr b€ D!.allelto
rhe face of t}re strunurc.
Peqco Si35 Series
-..----l--Foundation plan
€inbing lugs
53S tower
gection
Found:don
anchots
Rehfsrchg xeel
Iop rnC bortom
er<h way
ll+Vaies
IIT+tl
2]9r
varies
Flgll teveting pods 2,.6, square, _
nergDt qeptndahr upon footing ciepth
Forrndatiorr SEctioi
NgTe Tha foundrdol :lnd]ottthallbs 5ecufed
!? a.tqb.e t{r;oF and hctd FLUMa rndiCu ie (r
a_tore.bhEc of l :50o _vlalc|lt wfi ile Uie foundn-ren
'5 eetnt (onjztuulednnd cudnt. FAtLlJlt to
9'l1_I! tl.J!tuJe o uld. rcsrrh tn ntrr[g n lnenro? l?r€ lorvlfCaiC tad .osf V Corre(d\re miAgurec
Pecco Sgi5 Serles
fiG^terEqtbnadl tttEnllEnn I___l
I
:--_JFotrndatiorr usinq
Pec co 535
Tov,rer Section
nFI: 05 aQAa 16cas
L@/%.d
Dgl02{t.ol
ot.bY9M
<l<bv.
15e33rst29?PAGE. B3
)l:!+fEI }lJ Ea'rrl.f t aGz |l9 !|.r^
lfoN 15:13 [TrlRX NO Serg) @0oS
xl.lx
og / 21./ zo0 t
Ph: tso$ ssss22r er* rsorijil.r iiz -i#d; |ffi]ififrff ;
uffi,m=
EaZESeEEoI 0l yBaB Ls,
':Qt
0s/2i/ t004
va li ,1' v\rr. z I,NO, 1 18
@oot r oot
P, i
Top offoundation
NOTE: The web of rhe anchor
beam rnust be parallet to rne
btrilding line for climbinq,
7or1
159131s12s?PAGE. 04
>flJrl lFlrFr,q x4 AA rnl nAoP I z Nn I
og/21/ too4 [0N 13:13 [rtrUnX XO 691s] @007
iloN 16:58 FAX 303 252 XLLS
2004i- 3:21Atr,l ttvl0cot,tstnucttot'
li
il
il
il
il
il
ll
il
1l
tl
il
ll
ii
il
I
il
lllL-
IF
IE
ll ro
ll De
undation Anchor Stooltail
Hrr? 05 zag4 16:3g
LA/LA',A EZZEsegtBr o! Paw zgE EoE
s7/gu
14!,mrn
['lanView
E
E
clr
Eftvation
06/21/ 2004
1 \t r (!v t, I ,
lfON 14:00 FAI
2004 12r00AM
"il'#,'o'uiTRUcTro,u @oozrofi
ffi
rq9f
REQUEST I|OR INtr'ORJ VIATION
Foundcrs Pa;k and Parki.ug Garage
HCIJobNo,24002
Ardritect Job No.
N0,0e2
RFINo,016
STRUCTION
TO: Ano: RandyHan
42140 Architcofr:re
DRA\VING l{o(s):
S}ECIFICATION:
s104 & 3/s203
03300
DaTE oF QUESTIONT 6/2tlz00a
DESC NPTION: Detail 3/5203 Ciarificatioa
ffi$fliffir$'*ri,i',,, ;'riliiI:, :.'..: fl _':''.
Pleasc provide detail 3iS203 refereaced on sheet S 104
RFI Inldatod By: Baker Ccncrete
Subcon h:rctor RFI No. 003
AttiGl:boctr:Referenced Detail S104
REPLY NEEDED BY: 6IZ3DOO4
. .-.-.. - -:- . :: .,..,.", .. -:l . .:- .-. . :,: .
(ffiachcd) al pyir{lings D-7 and 8.
s;go"a= W(.
Dorig Tholpson
hoject Morgor
TLeASE, SeE, ATTAOHED
Answer, rd Byr 42y40 Arcbitec re
SSned:
RmdyHan
,'.'...--', ''..'-,,:l,r?''.'.: ].*..'"ii'. ' ', ,j' "''.,ii;
/e/_
0urlRaE. e t(E^Er-*/zs/*t
Dnte!
5i: S!Dt! FcDrivc, Dcnvcl, Qe1s116o 60204 yhons (303) gz5-1313 EtXt t:3.9::t Era.1 t. info@byderioc,com lf,rebsite: www.hyd.thc.coD
C.fL05-hri._u|nPlrla
06/21./2004 NON 11:55 (TXIRX N0 gs02t @002
04"12L/2004 MoN 14:00 FAI
JUN 21. 2004 12:0OAM
"ilffii:TRUciron,@oorzorg
N0 092 Y1
./ ->/
Q'*., -/
-tr;-ry
/-te*--
Ef5..??,3k !
= 9159'-tl '
r@ ri Egs,?i,3k ' I. A156'-r' I
F---! ' I r--Ira? oF ge$-l
I
I
IJ
IELEVATIoN'p Ot36|3 t/2-!,
Q.oV
.:tu"L*i
t-%tl'a-.'
-q*-i-gffirft'#I c Al31'-5 v2"
Eegr?+'3k^D"a al='1'-le.x
--t
08/2J/ 2004 IION r-1? 65 lrxznr No 6so2I @oog
0
m#Nf\UWYY
Monroe & NeEr8trulq
-..d'!9HIl&Ir,"tgsfiIlfi
rqo0t..{caidr-ErE{*adr
'-olHER&g. tlxo0aal€.3lalr- .li-'-tEE{-i'raldl
REVI9ION DATE:PROJECTT
P3C J PAR{<INO 9TRUCTURE
glr.t6. BYt 4HEC,KEO gYz
6-24-O4 CLH R.A.Z
9JtsJECTt
SLA.B gTEP PETAIL gHEET NO. RFI* OI5
-tog NO. 51b2
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
F/lX 970-479-2452
www.vailgov,com
March 28, 2005
Mr. Doug Thompson
Hyder Construction Inc.
543 Santa Fe Drive
Denver, CO 80204
Re: Vail Park and Garage at P3&J
Permit Number 8004-00 I 8
Dear Doug:
I have received your letter and have passed it on to Charlie Davis. No temporary
certificate of occupancy will be issued until the opening protectives noted on the
approved plans meet the required rating and are labeled as such. This includes the doors
to the exterior of Stairs I and2. Regarding item two all guards need to be checked to
make sure that the maximum four inch spacing is maintained. Item five is a requirement
of the boiler installation instructions.
One other item that has come to my attention is the sound insulation in the ventilation
shaft. I don't see this was noted on the plans. This material is required to meet flame
spread and smoke development as noted in the 2003 International Building Code section
719.3, please provide a listing for this material.
I have received the generator commissioning report.
Sincerelv.
,4nQr,'r'tu
Greg $nckla
Town of Vail
Building Inspector/Plans Examiner
gdenckla@.vail gov.com
{p ^".,"""o,,,"
MAR.26,2005 8:51AM
IvIaEh 26, 2005
Mr- CrregDenckla
Town of Vail
Dept. of Community Dwelopment
Vail, CO 81657
RE: Vail Park & Qaragc atP3&J
HCIJobNo.240@
Bo4'N8
Dear Greg
I uu,lerstand &on yonr inspcction on Friday afternoon on lvlarch 25, 2005 for tho purposes of
providing a Temporary Certificatp of Occupancy (TCO) that there werc several issues that need
to be corrected or addressed in soue fashion in order for the Toqm of Vail to approve the
building for occupancy.
I understand thesc items to be as follows:
1. The labels ettachcd to the doors leading into thc stairwells do not appear to provide tle
90-minuG ratings as required.
2- T\e railing at lcvel 3 at the ramp adjacont to thr shaft is oonstruc.tcd away from the cwb
at thc west ond and ends up having spacing grcater tlan 4",
3. A copy of thc tosting and cornmissioning cortifioate for the goncrator is necded.4. Copies of "spccial" inspeotions performed by third parly inspectors are nccded.
5- Condensato piping from the boilers to the floor drain is showiag evidence of corrosion
and is to be changed from coppcr to PVC.
With respcot to iteur No. I, I have attaohed the original door sche&rle from thc spccifications
callirg out ratings for thc strirs as 90 minute with tbe exception ofthe doors at th€ top ofthe stair
leading to the er<terior at tlrc pavilion and tho door at tle top of stair 2 leading to tbe exterior.
Both of thcse openings are not rated. With regards to the 90 minute rated openings, I have
attached both the approved subuittals and the actual invoices for the doors and franes both of
which identifr tbe opcnings in question to be 90 mhutc as rcquired. Ctearly, if tho labels do not
list the doors as such tharr either the doors are mislabelod or we received incorrect doors for the
stairs. We bave notificd tlre supplier, Architccnral Doors, ia order to addrsss this issuc
immediately- If in the ond the doors are insorrcct ard nust be changcd ou! is thcre a possibility
of the issuance of a TCO provided that a dcfined and agreeable dcad line is established to make
thsse corrections?
Iteqr No. 2 regarding tho railing, this item is soheduled to be modified for other assthetic issues
on Thursday lfarch 31,20M aqd we will make the necessary pennanent provisions to modify
thc railing at {nt tinc. Wc witl add temporary oompon€ats to the railing to reduce the spaciqg
to less tlran 4" prior to tho permanent repairs bcing madc.
Itcrn No. 3 regarding tho gonerator, Cr:mmins tested ald certified the emeryency geaerator. A
copy of the certificate will bo forurarded to your attention as early as Mouday.
HYDEUONSTRUCTION N0, 581 P. 2/7
J43 Srila Fc Drivc o Dcaner, colondo g02$ . Bory ex-titr . rr"x glofl gz5_ : rrynr.hvdcrino,com
MAR,26.2005 I:51AM t|YDTuollSTRUcTIoN N0. 581 P. 3/1
Page2of?
TCO Inspeotionlssrcs
March 25,2005
Iten No. 4 rogarding the "special' iuspections, we will rcrriew to makc certaia that oopies of all
irupcctions supplemeatary to the To*a of Vail inspcctions are forwardad to you in the next fcw
days. Therc a,re quitc a number of conorete reinforcing inspections that were conducted by Dave
Sturgeon with Indepen<lent Inspectiors aud we noed to make ccrtain that we havc complae and
Icgible rcports pnorto submifiing.
Item No- 5 rcgarding the conderuate pipe fiom the boilers, we have notified Mtech oftbr issuc
aad havc advised them to change the oopper to PVC ptpiag 8s early as Monday.
Please let me knorv if I havo ovcrlooked any of the items that nrore notcd during your inspeclion
on Friday aftemoon in order that I can addross the problem(s) immcdiately.
I will bc in oontact with you on Monday moming March 28,2004ta discrss further-
Dan Feeney, Vail Resorts Developaent Co.
Raady Hart 4740 ArchiGctwe
Doug Thoupson
,' Y,\11;iiourr,t;u'o*rr*oJfoo'f0rlsTRUcTION q'ril$€ Rocln !'nt O
ilo.593"J,_i
^rnGummlns
A00USHfinyc350
GradJutrfifi.elrdoE1506
(e7o)2{2S7|0TOCKY f,OUNTAII LLC
M.r&11,2005
RqprdE,
ToWhmftldrYCopcm:
Ttirt*tcrtc b cqfu ihat crnniru On Gcororcr' liodd 80 DOD\ SN:
goaqri{3%od-crdhsgu.tlrmaf ,sf f urfcrsndtc&,fr{odd(/[F@36'SN:
'lWt
tm' tof'{gdat Vril ?r*i!3 GctgB tts bcco catifd utd bd dd i!
rnrrotrd fion Qr{l,I-?ffi b @i1tl.At05.
€
onn
are,, irc 6tr :nA qaaz lgz lEa
I
Auo, 24 2004
I
10:44AM
VAIL
vRDcdNsTRtj0T r0N ei0-845 _2358 N0,8300 D1t. I
RESORTS DEVELOPMENT COMPANY
DESIGN AND CONSTRUCTION
FACSIMILE TRANSMITTAL SHEET
*'c//lglE
?fru
FROX:'
DaoFceocy,scaior
DAr& g,
FAxNUrrEEar qn_rL TOTAT NO. dF PAGA ONCUUOIXO COVE4:
PHONP NUT|IEN;SEINDET'S F.{T NUMEBfu
970-845-2158
'ENDEI'S
DHONB NUT'ES&
no€/lr2352
EunOgnr EtFOrreuev EptSlsscOMXENT EprSASeleu,v I PLBASEnBctrCLE
NOTES/COI'XENTS:
C/",/, ^//,;//t*,J6#
-Urrr^ar,urJrf ^br,,otr
@-r^r{
P0 BOX 959 AVON, co 81620
",[ t,1, z +r10 0J4] ! iulu " r' $ I cJ N ql UqT.l.Qli. .
.!.
Alen G. Thurmtn, P.E.' Ph.Il.
,. ,r . .*.,1f!/ tr.. ,, .r { ,, at 9 ai/
. ,.,' ' trar
970-845_2358 so3 c 66J10'8300 P' 2e-oz
TElr $O0,761.4t65 ru: sol'70r.608c
at'burm rn@denvErDoSGolJ.9oD
June 2t,2fi)4
Mr. Tom List
1228 t51h Srcct,2nd Ftoor
Denver, Colorado 80202
6486 S. Clar*con Street
Grr.enryood vlllrltet Color.do 80 12 I
Vail hrking Garagc and
Chrtstlrna and Villa Valbdla Buildlngs
Report#l
Dear Mr. List:
On Friday, Juno 18, I had occasion to stop by the subjcctconstruction sitc to obscrve ongoing
p*gr"*. and to spcak with thc Schnabel tield suporinterndcnt, Progress has becn slowcr han
'oniiiiparca because of tho many largc rocks which-hava been oncountercd during drilling' As of
the end of last week, 14 of rhe rcgui"a 56 soldicr piles still had to bc placcd across the nonh end
of the site.
t aggrng berween rhe soldier pilcs already in place will begin this week.(June 2l), This will also
alloi de ercavadon work to begin in camesi along the cast' Eouth and west sides of the garagc
fopprint, Initial anchor instrallation will not occur before Junc 28'
I havc rcceived building monitor survey data for May 22,Mzy 27, June 4 and Junc ll'
Differences during this rttioC runu"t survcy ascuacy ra$er lhan movcmcnr' One survcy pin
apparpntly has been moved but not permane;tly damagcd; rcadings of this pin will- continue with
ifiJ lun" i tfi rcaaing being uscd as ihe baeis for assessing future movement at that locadon.
I have received tlre pre-construction inspection rcport by Cadillrrc Home Inspection Services'
The information thercin, plus my May i+, Z0O4 ptroto-record, provides a good rccord of the
condition of the Christiana and Villa Vattt"tt. Buildings previous to construction of thc Parking
Garagc,
During both my tvtay 28,and nine t8 visits to the site, I stoppcrl by-the chrisliana managcr's
desk and lcamed ,tt"t no ptobl"r;1t . conditions of mouemint or distfsss had been reported'
Earlier, jrur before my M8y lt sitc visit, a smatl localized nrea of pavemcnt setiloment hsd
A"""i"pJa in fronr of rire Christiana building. That probably rcfleclf scttlement in an old utiliry
+;-.hI;; il b"ticni ir itt"olvcd basic movcment of thc sita or of the Christiana building'
c,r'AUi:24:-
l2
2005J0:45AM".,-r[f?cJNslRtlcTI0N 9i0-S45-235S 3oB 'f 66:|\|0'8300 P' 3 p.oa
Vrll PrrthS G.rr3.r Lpcr *l Prgc 2
Thc difficulr drilling condilions have caused the soldicr PilE-s to hc placcd with lcss control of
"fig"r"",
than origi-nally pl""""A Ttrc difficult_conditions have also coused incrcased ground
diiturbancc duing &if[ni. fi=sumaUly, these difficultics will continue during ground ?ryh*
inriJrrrioo, Alth6ugh thii wil increasi rhe potcntial for movcment aI the christiana and Villa
Valhalla Buildings, iho potcnti.l for damaging movement rpmains low'
If thcro are quesrions about this t€Port, pleasc call mc. And please alert mo, if new issuos
devclop."wfu
Cc: Du Feeney, Vail Resons Development, Fax: 90-E45'235E
Doug Thornpson, Hyder Constnrction, Eaxz 3O3'8?J''3223
John-Franceski, Sclmabcl Foundation' Fax: 303-?45'0887
I
i
AU0, 24, 12004 10:45AMi f.. .- vRDUNsTRucTr0N9T0-845_2358
I
Allbn G.Thurman, P'8.' Ph.Il.
RECE,YED
AUG g 2004
Yflac@lJs?n
ucTroN
August 6,2n04
Mr. Tomlist
1228 ls'h sueet,2od Floor
Denver, Colorado 80202
Vail Parking Gorage end
Chdstiaua and Vitla Vslhdh BuitdinSp
Report#2
Dear Mr. List:
I visited thc subjecr constnrstion site Monday, August 2,2f'04. mi1 slle visit followed calls
from Christiana managemeru ragarding new dietft*Jin the Chrisriana Building' This Report fi2
presenm my obscrvatilOns and asscssment Of the drstress, This Rcport also discusses suflcy
monitor data for the period May 22 ttrrough July 28' 2004.
Work related to the Parking Garage soldier piles and ground anchor tiabacks had been
compleied rhe week prcvious-to rny site visit. Except for thelast few feet, laggng was in placc
alrd excavation was nearing final depth. Sito dewatenng had not yet drawn the water don'n to
lfwesr floor leveh it is planned thit dewatering will oxtend below floor levol and continuc
p'crmanently ro provide dry conditions for constuction and for the completed stnrcture.
Both the excavation work and the dewatering havc potential to cause moverncnt at the Christiana
and Villa Valhalla BuildingB.
1.0 New Dlscees, Chrlsllana Buildtng
Areu of new disbess or increased di$tcss were obsen'ed in Rooms l0t, 103, 203 and 303' in
the stairwelt immediately west of the entryway, and in the exterior at ille entrance'
I
At of ,n" disbess I observod can be categorized as cosmetic rarher than struchral in importancc.
The causc of the distress is vedical and horizontal movemcnt of the front wall of tlre building,
including the fr,o,nt zones of tho entryway andthe stairwell. The movement apParcnt!:xtcnds to
about 6 fcct from rhe front wall in the inrErior portions of the stainilell and in Room 103.
5455 E. Orr*con E$eef
rdraarrrmd ltrllloda fnlatrdo l||l 2l
N0,8300 P. 4
Telr 8O8.?61.4d55 Iu: g0f .78l.66A4
elhurmrn@demrcrDo3Glts',G 0m
Au0, p4,2004 10:45AM \iRDUNSTR(]0T r o|\l 9 70-845 _2358 N0,8300 P, 5
hge2VdlPuSuGffige'RlDqtf2
i
I
Riferencing dirpctions by sayng the Chrisdana Building faces north, specific distresc includes
the following:
Room 103. Separuion of the outpr wall ftom tho interior cast sidc pafiition has caused a
flom-to-cciling oaok. Separation wrthin the west sid€ panition has caused a floor-to'
ceiling cnck ihirh theo continues several fcet across the ceiling, following thc cdges of
drryall panels.
Room 101- fie separation at the northoast corner of Room 103 extcnds to the northwest
comer of Room lgj, caused by the samc building move,tncnt. Thc separation in Room
103 appeuod somewhat great€rthan inRoom l0l-
Room 203. The scparation/movement at the northcast corrter of Room 103 apparently
extends venically ui to the northcast comor of Room 203, The eeparation in Room 203
is less than in Room 103. No signs of distreso wcre obsprved in the west wall of Room
203, despite the magninrde of distrcss below, in Room 103.
Room 303. Although the separation/novemeot at the northeast com€rs of Rooms 103
ard 203 appears to cxtmd vfrca[y up to the nortlreast ccner of Rmm 303, dro disbess
in Room
-:bf
ie "oy limited" No sigrs of distoss were obserrred in the wcst wall of
Room 303.
Entryway. Despitc the separation/movemeil in thc west wall of Room 103, no distress
was observsd on thc other side of that wall, in the emffyway.
Stairwctl. A door in the west wall of he enfyway opons to a three-story stairwell. The
west wall of *re etairwell has se?arated approximately /r inch, floor to ceiling in a
vcnical linc locatpd at the end of the snir and the bcginning of the landing, This
separation extends across the ceiling at the end of the second level stair md upper
UnAing. There is also vertical buckling on ttris primary Vinch separation. Tho west wall
of the-first floor landing area also has small vutical and horizontal cracking, which
apparently outlines cractlng of concrcte block monar, Additional signs of movement
and disr€ss exist in soveral areas of thc upper ptts of thp stairwell'
I did not inspect all parts of the Christiana Building, Areae which I did enter included the front
portion of the othcr intyway, the first and second level hallways, the 4n floor condominium unit
ibove the rcfercnced
"nEyr"ay,
and tfie laundry room. These areas did not apPeaf b havc
&pericncea movement/distress. Based on the obeerved disbess, it scems likcly that Rooms Z)1'
30i, 105, 205 and 305 also may have experienced some movempnt whether or nol of a
nsgnitud€ to ceuse disFess.
A UG.l0:45AM
' v.ll P".Liog G."r$r R$ort #a
z+
foo+
l10.8300 P, 6
I
i
ThE crack of primary conoern, the t/r inch widc crack in thc west wall in the first level of the
,-t{i*Ji, CrA liiri .i the time of my initial site inspection May 14, 2004. I did not record the
;;Fk ;iltL i" Mryi ho*""*, my photos show that ii was namow but beyond hairline widtlt'
1
Survev monitm point C-2 is located on the front outeidc wall about 15 fcer wcst of tho above-
*H;""d G;;ii. Monitsr point C-2 has not recorded identifiable vcrtical, northcrrly m
il;;it;ifrr"-rr. spminr *'adings have been inegulu, without effects of accumulation, and
without apParent tr€nd'
slrrru monitor point c-5 is located on the fronr outside wall, near the position of ttro partition
b&#]{cr;;'fOi -a 103. There has been no measurable vettical move,ment at C'5. The
;Jil;;;;; C-liia"urco movomcnt to the nqnh (rue nsttr) of slightlv over o01 td!:4
t$illi ,t "*tL Ur* no-.tt*it sinoe luty ?. Between July 2 and JyfV ]8' the rerdings at C'5
irl6Ji" .."r*""r io the ""ri 1true eaetj of about 0.02 feet (V inch); the rate of change was
ufiforur ovet the four week period'
Considcring the tnre north and mrc east meagurcd movcmgnts and the rpferenced north of fte
Christiana iuitOing, the combincd vector diregtion of thE rccordcd movcment would be
approximately perfrndcutar to the front wall of the building' Such -measur€d
movenrent fits
wirh tre obscncd *o"r*ontlartress discuseed above and with physical limitations which would
be imposed by the structurc of the building.
Although the survey monitor data do not indioarc that vcrtical movcm€nt has ocouned at the-Ctuistiiia
guilding, rf,. ncw fractures in ttre west wall of Room 103 and the buckling in the west
wall of the stairwell suggost that some difforential vetical movement has developed' Howovot'
horizontal movoment has been tho pnncipal cause of thc distess'
vRDUNSTRU0T r0N 9 70-845 _2358
PqSe 3
2.0 VillsvalhallaBulldtns
on August 2,2W4, t also inspected parts o{ ttre villa Valhalla Building,-botlr extcrior and
ihterior. Anas of disuess pleviously observed did not ap?car to have changed' Nq aIeT ofrew
distr€ss were observed. Disfess has nOt becn reported to ttre nanagement' Monitor data have
not indicated movement at Villa Valhalla-
It presently appears that no movem€nt drre O the excavation for thc Vail Parking Gcage' har
occuned at thc villa Vatratta guitong. If ttnrc has bcco movemcnt, it has been ineignificanr
rll
AU0. 24, 2004 10:46AM
Veil Prlfng G*rgq RcDortf2 Pagc4
3.0 Monitor lleta
I
Monitor pins were installed on the Christiana and Villa Valhalla Buildingp by Peak l,and
Survevine, Inc. The locations werp selected by Peak hn4 with general agtreemont by Thurman.
dr fiuif]Oioes,,monitor locations and the Vail Parking Garage are shown by a Peak Land
driwing OariA *rne 2,2004. Peak Iand's firet einvey of rhe monitor pins was done May 22,
ZOO+. Aaaitional surveys have becn comploted on a weekly basis ttrough July 2t' 2004'
lr
I have plothd ttri survey monitor dan for six types of rcadings, and these plos are provided with
this Report by enclosure:
Christiana, Change in Vertical Elevation;
Christiana, Change Towards the Nonh;
Christians, Change Towuds fte East;
Villa Valhaila" Change in Vertical Elcvation;
Villa Valhalla, Change TowarG thc North;
Vilta Valhalla, Change Towards the East.
The initial May 14, 2004 moniror readingp should not be considerpd'?erc or basclin€ teadinp."
Like all ourvey readings, thcso initial readingn wert subject to stlfvcy accuracy,
As indicated June 21, 2004, in my Report #1, placement of lagging and major excavation work
did not begin until the week of June 27,20M, Placement of the eoldier piles and early stagcs of
excavatio;may have caused some grormd movement, but it is unlikely to have bccn sigrrificmt
previous !o June 2l,2}f/., Therefore, morc rcal or accurat€ "zelo or bascline readings" werc
jomnutcA as frc average of ffvc readings: May 22, \Izy 27,June 4, June l1 and June 18.
Both tfue initial readings and the computed zefi, or baseline readings arc noted on tlre left'hand
side of the enclosed plob. The "actual" movoment at any monitor point and u any time is bcst
considered to be the amount of change from tho computed zem m baselilre reading-
\.{ quick review of the plotted data shows that individual moflitor readings vary up/down'
nbrrffsouth and easy'woir, These changes generally involve suney aesuracy' not acual
slovement. Mcasurable movcments are unlilcely to have occuned unless changes have been
reorded and sustained over sEveral monitoring periods, or unlcss changeo have occurpd in an
accumulating manor over several monitoring periods.
Through July 28, 2()04, none of the monitor dua show distinct movements or probable
FOvemcnt trcnds.
l
\/RDcdNSTRUcT ioN 970-845_2358 N0,8300 P, 7
I
AU0, 24, 2004 l0:46AM vRDU|{STRtlcT roN 970-845 _2118 N0,8300 P, B
V.[ P$*in! Grrrgq Rcpdtnz Pile5
From July 2 through July 28, thc monitoring data for point C-5 (initial rcadingffiMl indicates
that point G5 has had email nordrorly and eastcrly moverncnt. Thie small but rcasured
movem€nt is probably associated with the obsened distress in the Christiana Building. Furthm
doscription of the apparcnt interrclationship betwee,n movomont and distress is providsd above in
Section 1.0, New Distress, Christiana Building.
I
4,0 Potentlol Repair
As mentioncd in Section 1.0, Ncw Distress, Christiana Building I believe the new or increased
distress in the Chrietiana Building can be classified as cosmetic rather than stnr$ural.
ll
I belerlc the crackJdistress in the stairwell should not be repaired at this time. The stairwell is
not rcgularly uscd; thue, the crackJdisbess wilt not affect the use of the building but may
enhanco ossessment of additional movement' if any'
tI believe rhe cracks/dishees in the Christiana Rooms could be repaired at any time without
'significantly changing the ability to monitor and access oontinuing movcment. Repair would
alloil rcntal occupancy. However, repair at tbis tire may not bc pcrnancnq morc
mov{ment/distress may develop, requiring additional repair at some fimrc dat€.
The movement/disress in the rerntal rooms appears to bo on the joint lines of drywall panols'
Rcpair should includs: (l) stip old joint tape; (2) re-nail at f-inch cent€rs using drpvall screws;
(3) ro+ape using floxible fiberglass tape; and (4) paint wall to wdl.
fhe movemenfldi6boss in the gtainrrell also involves drywall. In addition, thcrc appcars to be
moverncny'crapking in thc monar lines of concrete block. This ehould be rcpaired by rafhcr decp
tuck-pointing, followod by rcpair of the texturpd surfacc ad painting,
Unless tho movement and resulting distress significantly increases in magrritude or changes in
characrcr, I do not bolieve conective repairs will need to be exrcndcd to sEtlctural or foundation
clemcnts.
I
5.0 Continued Monitoring
Observatione of thc conditions in the Chrristiana stairwoll should be made twice wcekly. The
rooms now exhibiting dietress shoutd also bc obscrve4 particularly Room 103'
ehange,rl or increascd distress can be expeced befqe Ute Parking Guage construction has bcen
cbmpieted. If tlre primary crack in the stairwelt rpachps th iurrch in widttt, or if the crack
pbpag"t s to the ext€,rior, timporary bracing or structural enhancement should be implementcd.
, o/u 24 2ootr
/
(
i
Encloeure: 6 Plots of Monitor Data, Christiana
vRDUNSTRU0T rOil e70-845-2358
Paul Johnson, Christiana at VaiI
Dan Feeney, Vail Resortg Development
Doug Thcmpson, Hydcr Construction
Iohn Franccski, Schnabel Foundation
10:46AN4 N0. 8300
P.g! 6
,Considering thc very little movement measurpd to this datc, I see no reason to incrcase the
monitor surveys to more than one per weck, The monitor data for each week should be
distibuted aB soon as practical for continuing assessment of hc ouistiana Building.
6.0 Spnary
I
A lPortion of the Cluistiana Building has apparontly cxpcrienced small movements sometime
befween July 2 and July 28, 20O4, due to ttre ongolng oxcavation work and dcwatering for
cofstruction of the Vail Parking Garage. This movemont has caused new distess and increased
didress of prcviously existing conditions. As of this datc, the movement/distess is best
classificd as cosmetic rather than strLrctural.
r Thc lugest movement/distress exists in the first levcl of fie stairwcll. I recommend that this
condition remain unrepaired/untouched to allow continuing assessment for ongoing movement.
Othq areas of dishess could be repaire{ but distr€ss might redovclop as a rcsult of the
contiquing construction process.
t
flilrolgh he sunrey monitor indicates little or Do movememt at most locations of the Cluistiana
and Villa Valhalla Buildinp, the area of the Christiana Building which is dishesscd appears to
have moved latcrally as much as /r inch. It is recommended that this area of the building be
visually inspected twice a ureek and tlrat monitor roadings be continued on a weekly basis.
I will be glad to answer questions regarding tbis Report f2. If.large distress changes occur, I
should be notified iomediatcly. OthErwise, I will plan to make my next obscrvation of the
Christiana and Villa Valhalla Buildings in earl
I
I
I
I
Allep G. Thurman, P.E.
Cc denclosure:
I
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I ,h,!nl)y ccrtir! rhrt I h No rcrl rntl rt.trtrinrd t\N
litfiiai:rtdi lt:r,l lincrv tl!,,! *itrn.: l0 bc tr'Jc rid concct All
pi\ir lsions ul' lq*s {nd ortlinsnccs gorrrning rhrr typc ol'
'.rott s'ill !r eonrpli.ttl sidr whcthcr s?r'ci(itd hursin or r('!.
llrt gfl,rtitri! of lr pcinrir dooJ tirrr lltjqnc to grr.t lutlloiry
1.r r.lrrl ,lr'0r.-inc,:l tl:!, pro\.i\iont of;r+.othcr sl::u cl lo.:clL,r. r4ulcting ccr1l:(rucririn or tbc pcrfor'nt!A,;c of
coi:ii|Jcli0t1,
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, S i'.:ri,it;{.r rrtrr.:nrruilCr Cr llrl:ofiz:d r3Cnf (Dira}
SiJ{:;.ruru o I arvour (nrrcl
USLI-\S',r-.J' J, t c.rJJoNlEt: s :
tl$cl gt r or (lcigh ! clcr;r to r, crct li tor. 6 svi13 rvllkl
Up to rnd inuludrng 550.000.00 o[vrlu*ion - S!-i0 00
Orcr SJ'l.000.00 ol"r'ah:riion - 5350.00 plus 95 00 rbr
usr:lt 5 | .000,00 sr frcttion ficr'jut uver S50.000,00
Dumhrv iLtt or pt'iv:trc rc!;duAcc clevdt0f:
Up to ortd includrng S1Q.000.00 ofvrlurtian - S1i0 00
Orcr Sl0.0tl0 CD of',nlursron . 3:J0.00 phu lj,0Q f,y
crrh J 1,000 00 cr t?itctr0n r;)crrof ovff 520.000,00
u.utlul.[rrtB A rlllN-tf, ,':"t
Frrr'for nrrjor ult'ritrinns shsll b; ur ser lbrrh in flblc j-A ol
{rc Unil'onn,r,tlnri:r$rrtrir'c Cod€ cf Tihls No. lvLof thc
Unilbrrir Buikling Codl.
vAr,u^rroN si 4,,1 ,J:<o, oo_r:_l 10,_9,#_ Jl_--&.
'l"rrrnl lfcc lrilte p:t;d Rcccipr #
ELEVATOR PE
Jurisdiction
Applic*tion #.
Joh .,\dtlrcssr
I.cHrl Dcscr:
$lec:r{o r Contrrrctor: _d14
&hiliug Arldrcss:- [-f),i-q_Liic
Phcrt.r # : - jio'1.=1'*: jjg'...,arl
,r#n)"cArroNwc
Pcrrnit#. O(-/QZ -
Clirrs oIWorlc: _ lENsrv Instalhrion tr lvhjor r\lrcrarionI)qrcjihcworli:--t)r;e;rd*-=t,;l;;-,ult---"-'.---h-+*!r^-tl* ";'.Jg=,^.{-.,*
ilpror'cd !yr
[;.;;;;
l Gr,r crrrt cr'r ts,
I corrtlcting tho
L)-I'.c:lll(;:
reyi*v nnd fie inspcc(ious sill ba condtrcl(d
lohns will bc lonr.rrdtd to NI\/CCOG fcrr rcvieru
N1VCCOG Elrtiuor Inspccror nr (9i0) ,tfs.03ts
by rltr i\0 hrve|i( Colofnd0 Council of
:rnd itpprov:rl- Schcdulo iuspcctionr by
I t08. Flcaso nurlc chcckt plytblc to
[|AR,29,2005 3:31PM HYDUONSTRUcTI0|\l
un
lohnsllllawille
DssoriDtioo
Pennecote Linacounio Sbndard and HP an f,exible ductliner
imulations made from scong glace fiberc bonded wld a
fiem06adng te$in. The aictrerm surLce 's protected wlfi
Pefinacdbr, r sbtg{t-thgan acrylio 60 aae ooatng qFten
ficort-AHlled Edg. Gmtiogl
Edge cordng 'rE facery appfied b ftr :dgcs of fie liner con,
asslrlng corcrage of $e le.ding edg.s Dar N,AllWS[,lAC],lA
requireneml Stnp ftbdcadon cuB may be ooated wifi fte
supsrSsrlt DuDt Buibr and Edgc Trrament produco (refer n
publ'rcrdon AHS-2021.
Us3s
PenncoE tlnrcousdc Sndard .nd HP ele specfioally
desigmd tr lniu sheet metal &rcfi ln rh cordidoning heahg
and ventlali]E systens. Tho qclusiva Pennacoe ll cortrg
q,stm olht! gxcgptionaldurabiliv ln rxposurB rD air vslocny, rl
wsll |'suprfior acousdcrl rnd $srmrl perfonnance in sy$gns
operdhg atvalochier upo 6.00lpm (305 nVsecl and opdating
bmpemnes upts E(lT(lZfO.
Perntoob ltEcouris HF offrtt mrc Dutonnance per inch of
fiicknoss dlan o$erliners, making t r clerr chnice lor special
pedoft mcs spscilicdbtr,
Adwnrr5ar
lq|!v6 Inaoor Bulldhg EndrunEd. P€rmacqe Linacou$ic
imprwcs ln&or cruironmemal quality by hrlping t conrol botr
tsmperaturu rnd roord
ttilh$rdr ILh Y.hci4, Permasoe Unacouiic pmductr hrw
been esled b fiE recommmdsd madmm velocity of 0,000 fpfli
Gn.5 ry'sccl. Fbgr eroabn ea GsulE war de&rmhed using thc
lsokincdc Ssmpling Mstrod dxcdbrd ln JM Fber Etos'ron
Tesdng Faat Shed HSE l:BFs
Abaoltc Dlnullnr Sound. Permrcoo Unacousrio has
r,(ceptbnll $0nd.absotbhg p&pGfdls trr crceedng the
rcquiremems of ASllltr C lltl- Duct Ernsmi$d nobe. suoh rs
orcs$dk lnd sound ena|tytrom €it mwEtrEnt and mechrnlcd
equipmm b notceaUy reduced.
Conercr Emgy. The unique glrss ffbotL.lion procsrs ussd in
|'le manufacture of PennacsB Unacoustic Dtovides very good
$ermal prupe des.
hsiffi b Drt i|d Dln The Fugh, aorylo po]y,mer Pcnnacd
coaling hdps guad egafiFtfie hcudon of durt or din ino 6s
subcfrfE, ntnhting dte polgdC br biolog'tcal gto{yfi.
Uylll tot SryEon f,icntial Eor&, Pcmacoe codq ls
brmul3ted wih ! protscdus .gemlo p|gbatrhe oosdng agaln$
pmndd gounh otfungus ind baclrdr. Ths pr$scdve agem'rs
EPA regtstend for u.e an HVAC appllcadonr, and designed D lrs!
fie lifg ofdle slsGm
Pernpcob Ljnrcousic duct liner mce|E .ll nquirunem otAsllvl
C l07l hr frngl ard brcrsrirl r.si$.nc., Tcsts vrne conduc&d h
accordrnca wl|n ASru C lSgE ad Asintl G 2l tfungl cs{ngl rnd
ASntI 6 z lb.ct ria GCsftt0ce Dsdngl. 0@ilerl hbrmr&n b
alailable in JohN Manvitlehctshee HSFImH!.
. lr8 &olNc.Wq Crl|dlr Pnatt|o lrll,rl; dr?9.rnt ! dha
o'3nliE T.|lFrflr€ liElt 2!i0'F (l2l'Cl
Nob: Aswih anytype of sudace, miorobhl gmvfi mry occur in
rccurDulalsd duct glf$em diG glt,en certaln condftlong. This rtN(
b minimized wih proper deslgn, fituation, me imenanae and
opeodon ofrhe l{vAc sY$sm,
Elccnrblrry, lf HVAC sysfi9m ds.ning -rs i3quind.$e PermaDoti
airsre.m surtce nay be oleaned urlh industpr3cognized dry
medrodE See fie llodr Amedcan IncJlerion Man tactrters
Associiltn lNAlMAl 'Clesnlng Fbmrs Cliss lrrdmd Ar Duct
Sycms.'
tirdnires PrGIGtrlhion Drnngc. The PsttnaootD ll coatlg
sysem has more than wvice rhe toughness ofthc odginal
Pormacota lt effeolively doubles rfie reslsrrncc b damage $it
can oocur from in.shop handling. fabrioation ioblits shipplng,
3nd itlsmlnion.
lnoe*lci Besirimcr o $lDe The Peflnloot ahstrrm
cordng resisB pen€don of incidcfil wrer lruo $e fiber
gla*rwoolcora.
Ersil !o hbdcrb. PrrmrcoF Unacougdc is ligtn In weiglt and
r.syrD handle, Clgan even edges can br lccunely cuu,irh
tagulal shop bols,
AYailable Folls
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RollWdthr linl lmml (inl (mm)
3lo3E 86fo 914 3fES! 884b 914
{4!o18 1il8b 1219 {fo18 lll8b r2r9
56060 l1uelil1 56b60 ltfl4rll&4
061072 l678to 1829 061072 107n& ftA
Rolltengtt-llimalfcdl llinealmeon) 0lnealtset llinerlnebal50 rs 100 305tfil 31150 16an 6l
'Ad .hf Flrmlrc'nrr rc||!rt rit Fbrft. wrll aql
Thiclness linl lmml
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lhickners FJValue
Sound A[soTrion cocffiai.nts lTlne .A. ttbumtng)
Pemcor Umcoort'o Strdalt
Sound Alsoption Cocllicicnt arF€quenoyThioltcsr (4ctet per Seconrll of
linl 0n!l :: t4 .250, 500 t000 2000 {In NRC
N0,685 P.3
lS0 9llll Gcr{ificdon
Johrrs Mirlille nschanlcal insuladon gtoduco ars
drslgned mrndrctrcd and Erbd In our oun
taollldcq, whieh an certified ad rugbbr.d !o
sulmcmlS0 CU lANSUAStlC90l saier quatiry
strndarde This crrffrclio[ along wlrh legulrr,
indcpendE||tdlfd-Frrv iudiring for oomptrncg h
your sorance drrt Johng Mafivllh poducG delivsf
oonclstcnt high qu.liry,
Condueanoc
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$ufacc Buming Charaardcdos
Fl.me Sprud
Sroke Dan{oped
not ocr 25
not over 50
P.rtLt?tAgnll tar|tCAU,|DSt(&l||lr{Dtd.,
t lru|..ltn |rg-i.!.tr.t!c r$rd rjr!C
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. ASIM C tOL Type l. Hrdbtc
lReplacad Hll-l€t5B ?nd MIMA AfiClorl
.ASIM0?landGz
. Calibrnia lluc 2t. SIIIACNA ADDlicEfi on $and€rds for
DuctUneft. MllttlA Fborts Ghss Duot Uncr
ln*rllrtbn Sbndrrd. NFPA lnA rnd gttB, FtlG2dE0 and
Limited Combusdbility. ConfomsloASHRAE6}S9. NYGMEA3${9M. Srars of Wbshington Bulldlng Srwic.s
Dep.rmeft nqutrsmenb fbt
emissions qf ubl votrdlr ogrnlc
comXonndr lTVOCl and formrldehydc
{CHOHI ln rcconhnce rvftlr ASTlllDsile$. Can€dE CGSBSt€p-tlM
cAwtcsl@-t 88
Pcrmroo0. Unaoourrlo Flodon ol Alr ln Slnlglt Duof
tn orF 0.r 02 05
Frblen [orc In hcnroof tthterPr100Fcat
'iarEq u|e'||l& strf.ftd r? Br8|br p$gLt rJr r*d{rta tEld rttdr! trhDaddrr{Ualr!$rcl|;{Ert'tr|rth.olclrrartr! O{A,ifl Urr&frt iiidl{.,
1000
nl|ut
200m
t00|I,,
gl00
2m
t000
5|p
N
to
II
3E
.tsrt
a
o|l
al-ICI
|tlAR, 29. 2005 3:3lPM HYDUoNSTRUcTI0N
Guide $pecifications
Dwtlking(hffinl
tl'lBrl!ls
litire lbr Rdcbnguhr llurl Ductr A[ dtrct+ lrtere shonn onte dh^,fng6, *r.I be lhcd witlr l. (6 nm) |hick permacob
Lr:nacouriollba gbss dust fnerwidt fadorpapplhd edge
coaing or approved equrl,lhc limrshallmist'dre Ute siterr
St8nd.ds .s estaltl$ed by NFpA 90A and SlB. FIG ?.980 ani
Umhed Combustbiliv !ndfia aict'ean 6u.frca coadng shoutd
oontrln an immobilized EpAFr€gisrered, amimicmbial agem so h
ruT notsuppon microbhl gmwfi as e*ed in accordanci widr
ASTM CA a[d EzZ The duc imrshal conbfln ro fie
GquiremEms of ASIIII G t(|7l, vlffi an NRC not less $an .?0 El
bstsd pefASltl C 4Zl using a Type .A. rnoundnq, snd a trcrnll
o.onduc{viry no higharrhan .2S Bnr.in/(hFfir.F} .t75'F [ts0WffC rt z4.CJ nean trmpeftnra
Xeil ||.rdlilg l|d $onto pmnrcor Linaoousic shall be
tept clcan and dry dudng ranspoftarbrU 6b1lg8 rnd
insbll ion. Care should !! tahn ro Drobct$e [mrfom
Erpo8utr bdl€ elemenb or damagefmm moohanic"trbu6e.
ApFllcrtlon
blLtlon Eccormrftdon* At ponions ol duc desbnBd a
rsceiv€ drEt trnsr 6lxll be compleely covered uriEr l. lZ5 mmloicl Pernaoob linacoustia The smootll btrclg rorylic-co*ed
suilaco! ot lte PennacoE Linacourdc Ahallfrcr drs al|tt|arm.
All Permaco$ lJnacousdo rhrll bs cutto arsure dght,
gverl€Dpod comer ioims. Ihc op pleces drall bc supponed bytE sids DiloB.
Permrcoo Unacousiic shrll bc l|Eialled lolloryhg $e guide-
lines inrhc MIMA'Duot llngr tnslalladon Standlrd.' -
Pem.core linacoustic shall be adhsred !o fir shcet mzulwifl
full covenge of an apprwrd rdhesiw trrt conftnns b ASiIll C
9l$ and all oqced bading adges and [anevcrce loino sholl bc
coated with P*mrc@ frsbrl,.apptied orfetd..Dined edsc
aoatng .nd shall be nearly buttsd wtdrorn gaps, Shop or fiild
cu6 slill be tibsrafly coated wilr Johm Minvillo SuierSeaP
Edge TreEnentor approved rdhcsiv*
Mebl mrings dralt bs securcly lnsblted ovrrfrn$rssely-
orlemed Incr edgesfrcing tfit lirsiEeam rttorrwrd d-mhi4crnd .ny poim lvherc llmd duot is Feceded Dy unlined rfucr.
When rrrlooity exceeds {0m fim {AJ dscol, u,re rneial nosino
0n svsry lcldlng ede e, Noslng nay be fbm.d on duct o, bo -
channel 0f eS at ched !y rcmrus, tivaB or wrtds.
Permacoo Linacousdc shall br additionalty r:cund raftr
mechldlcrl ts@nerc sprced per$e schsdJle sholvn in Ue
diagran on the back pege. Thc pln tengtr drould be r ch as m
h0ld Uo matdrl firnly In place wfih ninlmum comprgsshn oftle maorlaL
|\l0, 685 DT
nssolctfol3 ird liltit{io|r| ot Uo!
Fber glass liner sfiould nor be used ln rhe bllowlng appticarionsr
. ln air duotsysteme ogendng abwe 8+ ltzt'Cl. ln sysrms cotwcying solds or corrosive gases. Notcloscrto dscdc coib orgEs hgalcG$rn indtcated
by eqdpmcm nandactrrer. ln dlsts oporsdng at a velooity In excess of $r llnc/s
madmum recoimended vsloclty. Prrcautlone drould be ukrn t keep linettrofi coming in
cocact wifi liluid urater wficn tt is inctalled widrin rhe
fir* sixfret (l.E ml {tomsfieam fiom r fiesh ai imake,
otttsidc gdll+ in duct humidifier or o$er sourca of lvrbr. In comrfi wifr wsrsr dfain prn of dehurnidificafon ccib
SlccrlApplhations
llmodilionrd $r:c. Al dusc located ousidc of the buitdirq
or in ortrgr unoondithnsd atras ,nry requirc a ldgher rhermal
rssi$anc! b P|8trsm oondensEdon or energy wrrlg, t,,f or ?pt mn or5l mml Pcrrnaco@ Uhroousdc rnay be specifisd
Metaf d0cb mu$ be 6ealed t0 prevem moisilrrs .nd din fitm
enbflng fis sysEm,
$eid l&icc Coettl In plenuns or &ct syEerm x,lh $/ers
ndrs condldons or mote dmuding acouslicrl rgquircmentr,
use Pennrc@ Linrcounic HP, orl 15? lnnl Pefimcore
Linacouslic.
thspftrls rnd Xedbrl hcilldcr. uuct liner can be usstl ryl&our
ary spechl apglicathn or in:nltnion rcquiErte sinducr
sysnnu saruing general rrcm offie hospilal, Ductllmrs cannot
bs us$ In duct q6rsme supplylng surgical suftes, deliwry
rooms, imensiw cNre unhs rnd lsolation ateas !3 llrtsd lD irc
Ansrican l]r3dtuE of ArghtEcB -Gu'rdelines for ColEurcdon
and ftuipmem of l{ospitals rnd Mediorl Fac[td.e,' | !tFS,
Edtbo
MAR, 29. 2005 3:31PM HYDUolt|STRUcTI0N
Pernaeotee linacoirgic" Standard/]lP
ffic'.SfuDwtt,,ctt
lluct Umr lnshllatloo
Whrn wlooiV qcceds ff fpn ED.3 ry'sec). use metal rcdry
0n avcry lmdh! edga Noslno rnry bs formcd on due or be
chlnnd ottee aitrchsd by sc'3*trE, tivlt3 orw€[s, A metll
noalng shall abl be hstrltid at$ef.n trFoharu! rnd et any
polntwhsrc fined ducrls preBded byunllnad duct
o |\|0. 685 Ph
AllTnnsvettc
Edg.s to bE
Corted wtdr
Adhesivr
Albm3to
hlded
Comcr
Air Fow
r-8,+,.*L+
the velo clry+ated
side of llner must
facefie rirflour
Duct Sccton
Wpicalh4ft orSt!
F22 m or t52 mll
tiner adhercd bthc duewirh Str Ddo. rrca oowrrge of
.dhsh/r. AdhBhrs shal amfDrn !o A.SIM C gta
Shop or lleld outs rhall De ll!.rllly cosEd with Supcr8caF
Edgc Tr.{m9m or agprorrrd .dhr6ivc.
Madmm sptoi[g to] hstanrre Acdal im*rolr rn .Dpmxin e.
----
DitrnJonr
vJlo$f ttnlhml fn)(mml thl(nml tinltmml0-Amtm 3 7t tz illi e m la lflrm
t02
167
E278
l0-lz7 nAoa)
250I{0Ofrm
Tyge 1
Clinahrd Pln: Inegfil
Head-lmp.crApplied
Nominrl
lneulalion
lhiclglese
lll/rsicr lJncr
Liner
_\_ll-I-l
r--G-
Ttpe2
Wefded Fln: lmegnl Head
Type3 Type4
Weldcd Pln: PrFs{n Hcad Adhered Ph: Prces-0o Hred
Cuopad Bevrlcd{_
-
tlil tlu HerdTYPes v
iii;Hi
,Rtte
'lrrtat I lor|.lail a aar ltOr ldl {!ocf.
h||.n
rrdnEt!
Nott Amrhrr 8rl9s 0ttlo!* P3donDanoc ilnrrirb Din}ion
ElstenB.Ilon CcrtrrlRagioq, 0oB[daltontt
80. Boxl68 Wblmrn ncgbn Amdoa
Dcfirnco, 0H aiFl2 P-0. 80x 5108 13031 Cr8.|6siH$78e7000 Denr€r,co8@t7 FstS@grAzS2t(toOasl"aw KEle&2281
Far61917r+7E66 1000136S-1aS1
Frr l303l97E406t
SttLOSJ||trttE!t.
?|tua h t8l
w]lir ptrpical and clrericrl popcder of Pcnnrcoe! Unacoudc.Stsndrrd and pymcod
llnrcou3ff HP fibrr Cfrlr duct limf! nFGrmtypical avcnge urbos ot bln din
rgcordsncs wirh tcorplrd lest harhods lnd rr3 subisclo normal rmnufaoorlng rnria&ns
llsy are supptled .t a tohnical tgruic. and Ue su4serlo oiange udfrorn nodoi Nunerical
lb mr sFead rod rnolc_devclopcd rrdngs are not imlndrd to rr{act trrzrrdr prcscnnd by
$.s0 of any odt.r rmrirls undcr rc!|d fi|r oordibnr. Chec(with dre Rrgloaal Srlcs of,ice
noe6tyouE.$un ouTatt ifr|||Edoc ll Jahi fllrrilr gl0tct Jr rold rlFdb&l|r3Lrrlllctl.IilldlhnalfraU.ilinCBrnofi,ftrr coTdt! JotiludtbUrld lh]r|.ryilt thnldat 0f bt, cottrhr fr nrrbcr hetou, For lrlbmnton on
o0ter Johns Mrrvillc drrrmrt ineulrdcns and spens rad a copy otdrg Spco-llnr. CSI
ftmrmd speclfrordorN. crtl@f gt+.?lE To access rubmrndfar.o*iemrnd mMcs Inde
Uahed Mes rnd Crndr, slmply crll t{!91il51lfi l1{89{E -B[30l from . frr or phore.
totnrafy|arnfille
Peilomamc thbrlab Dlrkior
P0. Box5t08
Dsnvsi C0 802U-5108
Product Informarion: l8{Il} 654-3103
rwwjm.com
!r|l$lt !{ 6.rhc. ncl
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-213s
Lo4-?, 3 \K >-4
ALARM PERMIT Permit #: A04-0057. _Bo.i: Ootk
Job Address: 384 GORE CREEK DR VAIL Status . . . : FINAL
Location.....: 384 GORE CREEK DR Applied . . : 0910312004
Parcel No...: 2lOlO8239N3 Issued. . : I2llOlzOCA
Project No : T'RSO3 -ooo \ Expires. .: Wll4l2005
owNER VArT_, CORP 09/03/2004
PO BOX 7
VAII-,
co 81558
coNrRAcToR ArM sEcuRrTy Lt/30/2oo4 phone: (970) 389-s007
PO Box 2856
DilLon, Colorado
8043 5
License: 586-5
APPIJICANr TRI PI{ASE ELECTRIC O9/03/2OO4 Phone: 97O-524-7L35
0325 HARDSCRABBIJE ROAD
GYPSI]M CO
8163 ?
I-,icense : 118 -E
Desciption: NEW FIRE ALARM SYSTEM FOR PARKING GARAGE
Valuation: $27.000.00
AD
yArL'^E Lr_BrAr(rrvrEr' W;\ U,. L\..1- S
? s,. s P'^Lq Cxor{^'*^-
NOTE: TFIIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES d qr
FEE SUMMARY *'t***+rt:ri+****:t't*:*******'r**'|**'******'r'rl.t*:i'r*:t+lt***:***'l*,*,t,.**:i
Totaf Calculated Fees- > 5L,247 .5o
Additional Fe€s-*-*- >$0. 00
Total Permit Fe€------- > 91,247.50
Payments---------- > SL,247 .5o
TOTAL FEES--> 51,24?. s0 BALANCE DUE------- >$0.00
;;#i'---+'||+*|+*lt.{.t||i*|{.+|'+ti+*t+*!i|*|+++*+{.*|.,|.|i**+**|,|+***|t|i+*{.****l.{.,l*{(+,i+'|*'t:*|llt*,l.****
Item: 05500 FIRE DEPARTI4ENI
09/22/2004 qrvaughan Action: DN contractor on application is not fire
alarm contractor.'
*|++*+****};d*o*?/-19f-i-*-'-?]l9kl******'******;.*!*'**o*?****tI**********+*+*******++**'**!|||l't:|.:.*********
CONDITIONS OF APPROVAL
t|+**al|l+l+*|****i.**,it*|+'t***'t*'}'t:t*****{.tt***'l.t+|+'|'|****+{.|{.|***{+|.+***:}****at**'i**'t*'i+*d.l.lr*:|.*******
DECLARATIONS
I hereby acknowledge ttr,at I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and zubdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOL'RS IN ADVANCE BY TELEPIIONE AT 479-2135 FROM 8:00 AM - 5 PM.
Electrical----- >
DRB Fee----- >
Investigation-- >
Will Call-------- >
$0. 00
$0. 00
$0. 00
$3.00
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEI
\
#'1T-#ffiffi
W$ryif'*ii"3r'""?i;
I \ App,-rc^.or{ tlrt,.l Nor BE AccEprED tF tNcot$pLETE oR
,(1}| o,",.r"r'F-,{6*-c
97017 0'27 3 5 ( I n s'€,c{,i o n s)rrnffifll ffiimeor7's.
INFORMATION
Fire Aarm: $
for Parcel *
Fir€ Alarm Conlractor:
TR.T ?UASE FLTCTT\t
romrcrvaipo. Ho:contac{and Phone#s: EZtA SE|gA$D*ffitrst 1r,c.rzt]']3r
E.llall Address: -
Contnactor SignaUre:\
\^-
COnPLETE VALUATIONS FORALARM PERMIT (Labor & llaterials)
@ntact Easle County Assessors Office at 97G328-8H0 or vlsft
Parcel# CIO\OSpaq OOj
JobName: ?3+ J Pa.\],"*, Lol>JobAddress:3bt Gore c[.Gct DE, t/Atr
L€sal Description I Lot ? j ll BbdcOS-l ll Filins: ll suuoivision:
drrots llP**'
Engin€€n ll Address:Phone:
Detailod location of work: (i.o., noor, unil #, bHg. #)
Fr.luu Buruorucy lPntt,*rr. Geen(rt
D€tailsd doscription of wolk:
NGw FrLt ALA*pr S{SIeu Fo[- r..rur?ALtrucr 0ACSG!
Woft Class: New ffi Addition ( ) Remodel ( ) Repair( ) -591(>fl
(r'\#lFftFbl'l
[ffis aFir€EFrinkler Svstem Exisli--Yes F No V
RECEI!EO
, rj .i
--F
07n4nffi2\Vailldab\cdev\FORttls\PERMITS\ALRMPERM.OOC
Fire Protection Drawing
Submittal Review
Date:
From:
Project:
10110104 Job No:2003-050-00
Brad Gettel Page:
I53O I6TH STREET SUITE 4OO
DENVER CoLoR ^Do 8o2oz
303-6236200 (VolcE)
303"623-a435 (FAx)
ABSCONSULTANTS.COM
Vail, CO
r.,C Log Ho:
nd General ComPliance with the
lnformation Given is the Contract Documents, Any Actio-n Shown ls Subject to the Requirements of the Pians and
Specifications. Contractor is Responsible For: Dimensions Which Shall B! Confirmed and Correlated at the 'lob Site'
Fabrication processes ano Techniques of Construction, Coordination of His Work with That of Other Trades and the
Satisfactory Performance of His Work.
ACTION C
No Exceptions Taken
Rejected
Make Corrections N( "d
R MC RR S Subltitted ltem Manufacturer & Model Number
P:UOol-13{-01\ADMlNlPlum-A\conllpondencctFp shop olvg Roview |530o4t'001 l01o04 Doc
Fire Sprinkler drawings FP-1 through FP-6 reviewed from Fire Protection, Inc. dated 09124104.
1.
2.
>3.
4.
q
F8.
9.
Revise and Resubmit
Submit Specified ltem
10
11.
Provide approval letter from Fire Department.
All sprinklei head typcs and locations to be reviewed and approved by the Architect and Owner'
Verify use of drop in .flchor at concrete tees with structural englneer'
Coordinate all auxiliar y drain down locations with Architect and Owner'
Coordinate FDC and horn/strobe location with Fire Department'
Coordinate flanged outlet for domestic water with plumbing contractor and pluntbing design'
No segmentally weldecl outiets as snown on General Note! shall be accepted per specification '15300
Provide mechanical te(j s as required.
coordinate fire/domesti,; water entry requirements with water District. Verify proposed submitted pressure
reducing valve station r . acceptaote to water District. coordinate exact requirements with water Distrist'
C-oorOinite ill exposed sprinkler pipe with Architect and Owner. Confirm minimum piping height requirements
oia's;. Dr}l standpipe I,ipiil ;;d-sFiniter main from entrylo follow column line 14 as required by Architect'
Confirm eiact rouiing. liefe-r to ptuirUing drawings issued for final construction dated 04 05 04'
coordinate and show f ll mech equip & d-uctworklnd other ceiting devices as specified. All lighting appears
to be shown.
Show sprinkler pipe r<' rting heights from finished floors.
trh ^+ "%o ?rv ( -a- 4,r+,rt)flr\Da^ €r*._. {' _
:., D:ts LgEz
and Garage at Lots P3&J