HomeMy WebLinkAboutVAIL COMMONS CITY MARKET MISC DOCUMENTS LEGALqN^D ill)\;\*^J
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Design Review Board
ACTION FORM
Deoartment of Community Development
75 South Frontage Road, Vail, Colorado 81S57
tel: 970.479.2139 fax:. 970,479.2452
web: www.vailgov.com
Project Name: CITY MARKET PLANTERS
Project Description:
Participants:
OWNER TOWN OF VAIL
ATTN: SHELDON REAL
PO BOX 5567
DENVER
co 80217
DRB Number: 0R8060461
0912612006
0912612A06 Phone: (970) 742-3548
0912612006 Phone: (970) 742-3548
Location:
FINAL APPROVALTO REPAIR AND PATCH STUCCO ON ALL PARKING LOT PLANTERS AND
UNIFORMLY WITH AMERILAST PAINT
APPUCANT PNCI CONSTRUCNON INC.
ss3 2s1l2 ROAD
GMND JUNCNON
coLoMDo 81505
License: 841-8
CONTMCTOR PNCI CONSTRUCNON INC.
553 2sV2 ROAD
GMND JUNCTION
coLoRADO 81505
License: 841-8
ProjectAddress: 2109 N FRONTAGE RD WESTVAIL
CITY MARKET PARKING LOT
Legal Description: Loh Block; Subdivision: VAIL COMMONS
' Parcel Number: 2LO3-II4-2402-5
Comments: all stucco to match in color and style
MoUon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACIION
ACtiON: APPROVED
Date of Approvalz 0912612A06
@nd:8
(PLAN): 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:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
Planner: Elisabeth Eckel DRB Fcc Pald: S2t0.O0
..1..J . .
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*+t+++'t+****l**************++*+**+*+{.l"t{'t:t**+++*************t******l+++++************+++++**
TOWNOFVAIL. COLORADO Statement
Statement Number: Ro5OOO153? Afirount: $250.00 09/26/2oo5o8:22 aur
Palment Method: Check
coNsr .
Init: ilsNotation: 43 55,/PNCI
Permit No: DRBO6O461 q4)e: DRB-Minor Alt, Comm/Multi
Parcel No: 2LO3-LL4-2402-5
Site Address: 2109 N FROImAGE R.D WEST VAIL,' Location: CITY MARKgf PARKING IJOT
ThiE Palment: $250.00
Total Fees: 5250.00
Total ALL Pmts: $250.00
Balance :$o. oo
******+t*li****************+*+**+*+*****!t**+***f****************'l**:|l**********+:1.'l.rt:1.**********
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
DR OO1OOOO3LL22OO DESIGN REVIEW FEES 250.00
oo
D-
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
97U479-2138
OWNBR TOWN OF VAIIJ
ATTN: SHEI-,DON REAIJ
PO BOX 5557
DEIiMER
co 80217
APPLIEANT PNCI CONSTRUCTION INC.
553 2s1l2 ROAD
GR,A}ID I'I'NCTION
COIJOR"ADO 81505
License: 841-B
CONIRAETOR PNCI CONSTR,UCTIOII INC.
ss3 25L12 ROAD
GRAIID iII'NCTION
COITORADO 81505
Lricense: 841-B
DEPARTMENT OF COMMUNITY
NOTE: THIS PERMIT MUST BE FOSTED ON IOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT
Job Address: 2109 N FROMAGB RD WEST VAIL
Location.......: CITY MARKET PARKING ENTRANCE
ParcelNo....: 2l03ll424ff25
lrgal Description: 'u?-
Project No. : t tr\OJ -O53 \
Permit #: 805-0353
Status...: ISSUED
Applied. . : ll/lll2005
Issued...: llll7l2ffis
Expires. . .: 05116/2W6
LL/LL/2oos
LL/LL/20Os Phone: (970)742-3s44
L!/lL/2o0s Phone: (970) 742-3548
Desciption:
RBPAIR WEST WALL WITH STUCCO FIMSH-SAME FOR SAME
Occupancy:
Type Construction:
Type Occuparrcy: ??
Valuation: $17,000.00 AddSqFt: 0
Fireplace Infonnation: Restrictcd: #of Gas Appliances: 0 # ofGas Logs: 0 #of Wood Pella: 0
*'l*lra,t *:a:t*'l*++:ta:i*t*++ttl++**t*t
Building--- >
Plan Check-- >
Investigation- >
will cdt-->
i219.25 Restuarant Plan Review- >
s181. 51 Rec.r€ation Fee------>
$o. oo TOTAL FEES------- >
s3.00
S0. oo Total Calculated Fees- >
So. oo Additioml Fe€s----->
s463 . ?5 Total Permit F€e----->
Payments---------- >
BALANCE DIJE-._-->
1463.16
s0. 00
$463.76
$463.76
so.oo
Approvals:
Item: 05100 BUII-'DrNG DEPARII{ENT
L1-/LL/2OO5 ,JS Action: AP
Item: 05400 PLAIiIIIIIIG DEPARTMEMI
Item: 05600 FIRE DEPARTMENT
It,em: 05500 PIJBL,IC WORKS
See page 2 of ttris Document for any conditions that may apply to this permit.
DECLARATIONS
PAGE 2
:*:fi:t*'**,f **rl.****:i******:*!t!t***r***!t****r****!t'f ,t*****:t**!t***********rt *****d.*****rt **rr*t t! ** * * ** ***,t**,* * * * ** {. *:t * *
CONDITIONS OF APPROVAL
Permit #: 805-0353 as of 1l-17-2005 Status: ISSUED
*'f t't*'f ***rl.***:F't*******:t***'l***************!t*'t*{.******,****!t*****:i***d(*:t *******{.:t************:f *****X.*rt ***1.
Permit Type: ADD/ALT COMM BIJILD PERMT Applied: llllll20fll
Applicant PNCI CONSTRUCTION INC. Issued: Llll7l2005
e70)7424548 To Expire: O5ll6l2ffi6
Job Address: 2109 N FRONTAGE RD WEST VAIL
Location: CITY MARKET PARKING ENTMNCE
Parcel No: 21031142Q25
Description:
REPAIR WEST WALL WITH STUCCO FINISH-SAME FOR SAME
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQI'IRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
PM.
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, International Building and Residential Codes and o0rer ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOIJRS IN BY TELEPHONE AT 479-2149 OR AT OIIR OFFICE FROM 8:m AM - 4
OF OWNER OR NTRACTOR FOR HIMSELF AND OWNET
*+*****i+***f***f't++*'tta**++a++l'*f+*f,tt**ff****fft*l{'+*!t***lt*************tt***********+*+***
TOWNOFVAIL. COLoRADO Statement*****f{'l'+*{t'}+***tt++****t***********+********ii+**i*'t+t++ttt+++t+t++tt**tff***ttt***{'t******
Statement Number: R050001980 Anount: $453.?6 tL/L7 /2OO5!1 :18 Al4
Palment, Method: Check Init: LT
Notation: PNcr / ck 2458
s463 .75
*'|*****l**+**+t{'ltlt****ll*+*lffl{'t{"}*{rlr****+l****l*************{.'}*******************1.,1***+++*
ACCOI,]NT ITEM LIST:
Account Code Deecription Clrrrent Pmts
Permit, Ilo:
Parcel No:
Sit,e Addrese:
LocaEion:
Thia Palment:
BP 00100003111100
PF 00100003112300
wc 00100003112800
805-0353 Tlrpe: ADD/AL,T COI4M BUILD PERI'IT
2LO3 -Lt4-2402-s
2109 N FROIITAGE RD WBST VAII,
CITY Ti{ARKET PARKTNG ENTRATiICE
Total Feea 3
Total ALL Prnts:
Balance:
BUIIJDING PERTITIT FEES
PI,A]iI C}TECK FEES
WIIJJ CAIIr INSPECTION FEE
$463 .76
s463.75
$0.00
279.25
181.51
3 .00
APPLrcANON WILL NOT BE ACCEPTED IF INCOIIPLETE OR UNSIG
Prolect #:
Building Permit #:
970-f 79-2l ag 0nrpccllonr)
TlmrlWUilL
Separate
75 S. Fronage Rd.
Vall, Colorado 81657
OR INFORMA
COMPLETE
ft*tt*tstlir*l*i*ilHs**8*trt*t*FoR OFFICE USE ONLY**tt************t *t**,Hntr*jr*1.*i*
'*"HE?"eF Contact and Phone #'s:c' t1b'zst'qvtt
Email address: pnci
VALUATIONS FOR BUILDING PERMIT & lllaterials
BUILDING: $ tZ ooo. @ ELECTRICAL: $ N/e OrHER:$ */r
PLUMBING:$ N/A MECHANICAL: $ X,/e,TOTAL: $ tZ 066.6
For Parcel#Assessors Offi ce at 970-328-8il0 or vlsit
Parcel #a/ ffi i// e// 6)5
Job Name: zrU,TY I1^RKET
JobAddress: ZrO9 N. FforrfnCE Rard rlrsf
Legal Description Lot:Block:Filing:subdivision: oil1"X
"'," it (o zt na a 3
owners Name: p1*u sooosas Address: ,, -fC PhoneT*,1 728 - 3i'tg
Architec{/Designer: F/x Address:Phone:
Engineer: N,/n ll Address:Phone:
Detailed description of work: Rer*n, u,tsf urru.- sfucc. RgtAFR
WorkGlass: New( ) Addition( ) Remodel ( ) nepairM Demo( ) Other( )
Work Type: lnterior ( ) Exterior pJ Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (4 nestaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Noffype of Fireplaces Existinq: Gas Appliances ( ) GasLoqs( ) Wood/Pellet ( ) Wood Buming (
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Buminq (NOT ALLOWED)
Does a Fire Alarm Exist Yes ( ) No ( )Does a Fire Spdnkler System Exist: Yes ( ) No ( )
FIUseFbdeV\FORMS\PERMITS\BLDGPERM, DOC o2n3rm04
ootir&||rY oa,E!(rrE r
Decign ReYiew Board
ACTIOI| FORtrl
Department of Community Deyelopment
75 South FrontaOe Road, Vall, Colorado 81657
tel2 970.479.2L59 tax: 978.479.2452
web: wnw.vailgov.com
Proiect Name:
Protect DescrlpUon:
DRB l{umber: DR8050600
FINAL APPROVAL TO REPAIR WEST WALL WITH SruCCO FINISH-SAME FOR SAME
Participants:
owNER TOWN OF VArL rLlLLl2005
ATTN:SHELDON REAL
PO BOX 5567
DENVER
co 80217
APPUCANT PNCI CONSTRUCTION INC,
s53 251/2 ROAD
GMND JUNCION
coLoMDo 81505
Liaense; &41-B
CONTRACTOR PNCI CONSTRUfiON INC.
553 2s1l2 ROAD
GMND JUNCNON
coLoMDo 8150s
Llcense: 841-8
Project Addrcss: 2109 N FRONTAGE RD WEST VAIL
CITY MARKET PARKING ETITMNCT
LLltIl2005 Phone: (970) 742-3518
LULL|2005 Phone: (970) 742-3548
Location:
Legal Description: LoE Block: Subdlvlslon: VAIL COMMONS
Parcef Numberz 2103-lL*2402-S
Comments: SEE @NDmONS
Modon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTIOI{
Actlon: STAFFAPR
Date of Appoval: 11/11/2005
@nd:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vall staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activiUes.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
nppro,Fl of thls prclrt shall lapse and beome vold one (1) ymr tollorving the date
of final approval, unless a bulldlng permlt ls lssued and construction is onrmenced
and ls dlllgendy ntrsued bward compledon.
Joe Suther DRB F.r Prld: +250.00
MATERIAL STORAGE AND CONSTRUCTI ON PARKI NG
Please read and check off each of the items below.
(Copies of complete text are available upon request)
GODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
e Unlawttl depooits: Subject to subsection C thereof, it b unlawful for any person to litter, track or
depcit, or cause to be littered, tracked or depcited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
e Notie; Abatement: The Director of Public Works may notify and require any person who violates or
cause another to vidate the provision of subsection A hereof, or who has in the Directo/s employment
a person who violates or causes another to violate the same, top remove srch sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty tour (24) hours after receipt of said notice
by the Director of Pnblic Works. In the event the person so notified does not comply with the notice
within the pedod of time herein specified, the Dircctor of Rrblic Works, or other authorized agent, may
Gruse any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
e Summons and Penalty: As an altemative to the notice for removal provided in sub€€ction B above,
any pemon who violates or caus€s another to violate the same, may be issued a summons to appear
before the Muniipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punlshed as provided in Section 1-4-1 ot this code.
e Notice and Penalty: lt is unlawful for any peson to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsetion B hereof, ahd any sucfi pemon shall, in addition to
payment of the expense of removal incurred by the Dircctor of Public Works, as provided in suboection B
hereof, upon being found guilty of a violation hereunder, be punishable as proMded in Section 14-1 ot
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TMFFIC & IMPOUNDMENT AUTHORIZED
e No percon shall park any vehir:le upon a street or at any other plae within this Muniipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) $ 1)
e Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any phce within thb Munir:ipality in such a manner as to onstitute a violation of any
section of this Article, or left unattended for a pedod of twenty tour (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, a
amended, the officer shall require the vehicle to be removed or eruse it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Munbipality, and
the charges for towing and storage of snch vehide shall be dnrged to the owner of the vehftJe in
addition to a ten dollar ($10) impoundment cfrarge. (Ord. 2(1968) $ 3: Ord. 28(1981) S 1)
I have read and will comply with the above code provisions:
Sigruhre
Position or Relationship to Project:CorJr fgLicrA}|.J l4Ah,^c ER
Btlc*igndroRugp enu rsu oepeau.ooc
F :/everyone/formVbldpermT
ozo1mv
)
WHEN A "PUBLIC WAY PERMIT" IS REQUIRED
REASE FEAD Ar.lD CI-ECK OF EACH OF TtE FOLlOll/lNG QLESTOf{S REGARDIIIG Tl-E iGED Fffi A
"PI.EL|CWAYPEFMT.
e ls this a new lesidence? \GS NO{
e Does demolition urcrk being performed require the use of the Rigtrt-of-Way, €asernents or
public property?Y€S l.lo x.
ls any utility work needed? \GS_ NO__-(__
Are there any improvements being done to the driveway ? YES_
ls a different access needed to the site other than the existing drivewaf \ES_ l.,lO J_
ls any drainage wofi being done that affecG the Rlhtof-Way, eas€ments, or public propertf
1.lO X
ls a "Revocable Right-of-Way Permit" requied? fEq
ls lhe Right-of-Way, easements or public propefty to be used for staging, parking or fencing?YES IrO x
lf answer is NO, is a p.arkinS, straging or fencing plan requircd by Rrblic Wofts?YES NO \
lf you ansvered \GS to any of these questions, a 'Public Wry Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Dev€lopment (a sample is attached). lf you have any questions please cdl l-eonard Sandoval in Public
Works at 479-2198.
IHA\EFEADAI.ID AI.I THE ABOVE QI.ESNONS.TpcT c:prrx\rq-,r.p Ar€.
r,r>
Contractor Signature
Job or Project l.larne:
Date €iigned:
FlU se6\cdoV\FORMS\PERMITS\BLOGPERM. DOC
F: /€\rerlone,f forms/bldpenn4
No(
o2n3tm04
BUI LDI NG PERilIIT I SSUAI{CE TI TiE FRATE
lf this permit requires a Town of Vail Fire Department Approval, Engineer's (tublic Works)
review and approval, a Hanning Department revietv or Health Elepartment rwiew, and a
review by the Building Department, the estimated time for a total revierrv will take as long
as three (3) weeks.
Al commercial (large or srnall) and all multi-family permits will have to follow the above
mentioned maximum requirements. fusidential and srnall projeds strould take a lesser
amount of time. However, if residential or srnaller pKieds impact the various above
mentioned departments with regard to neoessary revielv, thee projeds may also take
three (3) weeks to revien, and approve.
Every attempt will be made by this department to expedite this permit as soon as
posjble.
l, the undersigned, underdand the plan check proedure and time frame. I also
under$and that if the permit is not picked up by the expiration date, that I must $ill pay
the plan check fee and that if I fail to do o it may affed future permits that I apply for.
Agreed tooy, frn)rru-t&s..L'-
Rojedt,fame: P'l/ /n - -f
crlre: /i / ?f<
FlUsers\odsv\FORMS\PE RM ITS\BLDGPERM. DOC 02n3f20u
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached deck list with the Building Permit Aoolication.
lf yes was answercd to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, locabd at 75 South Frcntage
Ftmd or Public Works, located at 1309 Elkhom Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for oonskJeration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. lf required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the moming, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. [tlcot permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit' to be released. Please do not confuse the "Public Way Permit" with a
'Building Permit".
-- NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November lsth. A new Public Way Permit is required
each year if work is not complete. Re-application oach November 15th does not
mean an automatic renewal.
I nfe read and understand the above.'w)0^f
-/ Slgnature
F:\Us€rs\cdev\FoRMS\PERMITS\BLDGPERM.DOC ur0atzofy.
IOlryJVM
Questions? Callthe &ilding Team at 479-2325
Department of Gommunity Development
Projec{ Name: Cr,rv ilarr.ct
Project Address: _ ztog__N-. f_rcrqr.qr- _Eoa! l^[E I
) Thts Checkllst mus', be ampleted before a Bulldlng furmit apptiation is
acccoted.
0 All pages of application is complete
€ Flas DRB approval obtained (if required) Ptovide a opy of approval form
t€-lsOoninium Association letter of approval attadred if prcjed is a Multi-Family conrplex
f @mplete site plan srbmitted
zY fublic Way furmit application induded if applicable (refer to fublic Works checklist)
3/ Saging plan induded (refer to Rrblic Works cfrecklist) No dumpster.parkino or materiat storaoe
allowed on roadways and shoulders without wrltten aooroval
.-el Asbestos tesl and resJlts submitted if demolition is ocolning
/Y Architecl. stamp and signature (All Commercial and Multi family)o
*
/
,(aIf.r
FulllFplans induding building sedions and elevation@sets of plans for Multi-Family and
Oommercial &ildings)
Windolr and door sdredule
Full slrudural plans, induding design criteria (i.e.loads)
$rudural Etgineer stamp and signature on $rudural plans (All Oommercial and Multi Family)
Soils Report mu$ be $bmitted prior to footing inspection
Fre reddive assemblies specified and penetrations indicated
9noke deteclors shown on olans
Types and quantity of fireplaces strofln
Appf rcanf s sisnature : :p["--D ];;L=
Date of submittal:
Fluse.s\cdoV^FORMS\PERM ITS\BLDGPERM.OOC
Received By:
0zo3t20u
12-GF20(F
Requested Inspec't Dab:' lnsDec'tlon Arlr:
Sltr Addrers:
m*t, December12,2005
ArPtD lnlbrmrtlqr
R.oueabd lrcoecdon(rl
lbm:
R.qu.dor:Cooi|m 3:
Ardoned To:- A.don:
g0 Bl-Dcflnd
Pf.lCl COhISIRUCIION ll.lCJ Franf
2IOO N FRONTAGE RD IGST VAIL
CITY TARKET PARKING ENTRAT.ICE
Er&r.dBy: LTIILMAN K
Acfrrfi,:
Cort3tTYri:
Oxrihc
Applca]tCoifr ior:
D.rcrFdon:
80+.(F1l3 _ tlF: A4OMM SubT)?c: ACCIMOccupoity [fte:
TOffiTIOFVAIL
Pl.lcl COtISTRI CTION h|c. Phone: €70) 7'lil-388
Pt{Ct COfr}STRt CllON l}.tc. Pftom: {9Z)) 7423&18
REPAR IESTVTALL YIITH STI,,CCO FIMS,}}SATE FOR SAilE
Stlt|8: ISSI ED
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llem:
ltin BLDGTomD.CJo53iI PUFTEMP. C/O
533 PtAr$'tElt.C/O
,/tu/
lnspecdon Hlsbn,
10 ELIXi'FooflnG/Sbel
20 E|-De'Foun&fodsb.l
3[} BIDe,FrtT{nE
5O BlD(ilnsub6nd, ELDGSheebocl( l.lall
Tl' BLDGMbc.Ct EL"O(}Flncl
537 P|IN-RM| C/O
5:'8 FIRE.FIMLCYO
599 Plrlt-FtMt-c,o5{t ELDeft|alC)/O
21 Pt ,t$lLC Foundrlbn Pbn
22 PtA'SILC Slb PLn
REPT131 Run 4006
fi'|. tY DEtELoff t
lWntr*Pe 3"i,w'71'unflttfek'
Design Review Board
ACTION FORM
Department of Comrnunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 ta':970.479.2452
web: www.vailgov.com
Project Name:
Proiect DescripUon:
DRB Number: DR8050500
FINAL APPROVAL TO REPAIR WEST WALL WITH STUCCO RNISH.SAME FOR SAME
Pafticipants:
OWNER TOWN OF VAIL
ATTN: SHELDON REAL
PO BOX 5567
DENVER
co 80217
LLILLIaOO'
APPLICANT PNCI CONSTRUCION INc. LtlIrlz0OS Phone: (970) 742-3548
553 251/2 ROAD
GRAND JUNCTION
coLoRADO 81505
License: 841-8
CONTMCTOR PNCI CONSTRUCNON INC.
553 25V2 ROAD
GMND JUNCNON
coLoMDo 81505
License: 841-8
ProjectAddress: 2109 N FRONrAGE RD WESTVAIL
CITY MARKET PARKING ENTMNCE
Legal DescripUon: Lot: Block Subdivision: VAIL COMMONS
Parcel Number: 2103-114-2402-s
Comments: SEE CONDmONS
tLlIU2005 Phone: (970) 742-3548
Location:
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
ACtiON: STAFFAPR
Date of Approval: 11/1U2005
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s),
Cond:0
(PLAN): DRB approval does not constiMe a permit for building, Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval'
313 itI ?t Fr
al
tt rrtr fdi'C lddr{r. nO 3cI 556-t, 03tvc( Colordb 80C17
G.l[d O6t t t|,I|lEi|rt.66 lqm St., D.||vcr. fr|rllr EGu,
(3001 r'l}lto. F.r ($sl 77+7515
Orud Jn rildr fl.ilq Adreu . PO. Bor 729, Qsrd Juncljon, ftlo.rdo gl ${4
olic. r 105 lrj, Cero..do l|3 . grd Jmdim, Colotn& tl 509
(9?0t ?rt.0?50 . F|| (970,214'105?
I t-l l-2005
Re: City Market Vail, Colorado
To Whom [t May Concem:
C)ity Markct has hircd PNCI (l"rank DeSantis) out of Grand Junction to
pcrtbrm the rcpairs and painting to thc tvcst wall of tlte parking structure to
try and get u$ through thc *'inter. ln the spring we will takc bids for the
remainder of the repairs and will most likely use the same contractor to
finish thc repairs to thc planters €tc.
Sincorcly,
ffiMiii;ie"tutce
@il8f.,'-"glgflH#lj;f
?,a udv@2\a saaz tsT '^oN wwvz@L6t 'oN xul NOIISNUISNOS ISNd: I,IT]HI
,_m ^#'H.lLfi{ii.'3iii,"''i'*t
web: www.vallgov.@m
General Informaton:
All projects requiring design review must receive approval prior to submitdng a building permit application. Please
refdr t6 ttre submit6t requirements for the particular approval that is requested. An application for Design Reviev{
cannot be accepted untif a[ required infiormation is received by the C.ommunity Dev€lopment Depatment. The
project may also need to be rc\rie$red by the Town Council and/or the Planning and Environmental Commission.
beiign reirtew approval lapsee unlese a building permlt is issued and construction commenoee witfrin
one year of dre apprcval.
Location of the Prcposal: Lot:-Block:- SuMivision:
Physrcaf Addrcss! = 'o '
/t' FO$,- . 11<- s/ . da"' (
ztoS lt<+ Atl ozs'(Contact Eagle Co. Assessor at 970-328-85'10 for parcel no')
o
rrt
€L'oq
o
?-o
0
c,.t.c UJes,F t^-t*(/ S6.c..)Fr
Parcel No.:
Zoning:
Name(s) of Ourner(s):{u^€>k
ualrmgMdress:
''?o Bc>* '€S-e7 ,D-^ {---CO--8oz-t7 -5-s-6 7
Owner(s) Slgnature(s):
Name of Applicant:CrI G"r+- 4;L
Mailing Address:
E-mall Address:
Type of Review and Fee:
tr Signs
tr Conceptual Revieliv
tr New Constructiontr Addition
tr/Minor Atteration
(muld-fa mily/commercial)
tr Minor Alteration
(singlefamily/duplex)
tr Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of btal s'lgn area'
No Fee
$650 For construction of a new building or demo/rebuild'
*t00 For an addition where square foobgg is added to any residential or
commercial building (includes 250 additions & interior conversions)'
$aso- For minor changes to buildings and site improvements, such as,
re'roofing, painung, window additions, landscaping, fences and
rebining walls, etc.
$20 For min6r changes to buildings and site improvements, such as,
re-roofing, paiiting, window additions, landscaping, fences and
retaining walls, etc'
$20 For rev-isions'to plans already approved by Planning Staff or the
Design Review Board.
No Fee
6
-l/Rz**or- u'e\-rfvaq
Uralt+ t h dtrcbL aretS
Tfi F[I' r ,] )
il sll,r'"'W
V-=:'--
LI
TOWN OF VAIL.75 S. FRONTAGE ROAD
VAIL. CO 81657
97U479-2138
DEPARTMENT OF COMMUMTY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES lOq; A
t l.rr.-p(.--{--.\
\--\4.,-^ i.[+-sd
ADD/ALT MF BUILD PERMIT Permit #: 805-m27
Job Address.: 2@5 A ZERMATT LN VAIL Satus.....: ISSUED
Location......: 2095 A ZERMATT LN Applied...: 03ll0l2n5
Parcel No....: 2L0311424036 Issued ...: 0/,ll9l200t5
Project No...:;2-',n6-zt*a Expires...: 10116120[15TjaF-aE7
o$tNER MIr,rJER, MATTHEW E. & REBECCAO3/1}/2OO'
CARL A.
2095 ZERMATT I.}iI B-8
VATI,
co 8L6s7
APPLICANT MIIJIJER, MATTHEW B. & RSBECCAO3/LO/20Oi
CARIJ A.
2095 ZERMATT. IJN B-8
VAIIJ
co 81657
coltTRAcToR Miller, Matt o3/!o/2oo5
2095 A Zermatt lJaneVailco 816s7
License: 339-L
Desciption:
FIMSH BASEMENT
Occupancy: R3 Single Family Residence
Type Construction: V B
Type Occupancy: ??
Add Sq Ft: O
# ofcas Applianc€s: 0 #ofGas Logs: 0 #of wood Pellet: 0
Valuation: $18,5m.m
Fireolace Information: Restricted: Y
**t'*'i:l,i'1.:l,l.,t:f :*,|i.*'l'l**:a**:l{.a*'l:1.*:*!t'a**'t*xi'l'l'l******'l*'a'l*'**'t'**'l:l*{r,|l*'}1i:l'}*r, FEE SUMMARY
Building----> $30?.25 Restarant Plan Review->
Plan Che.ck-- > S199 . 71 DRB Fe€------------------>
So . 0o Total Calculat€d Fees- > $509.95
S0 .00 Additioml F€€8----->$0. 00
InvesdgatioD- >go. oo Recreation Fe€-------->SO. OO Total Permit Fe€----- > $509 . 95
Wi.ll Cdl--- > 53 . oo Clear-up Deposit-----> 9o . o0 Payments-----------> $509 . 95!rE@-qP uel^^4_-_------z 9v.ww rqrruw'|N
TOTAL FEES------> 5509.95 BAL-ANCE DIJE------> S0. 00
Approvals:
Itern: 05100 BUIL,DING DEPARII{ENI
03/15/2005 iIR!! Acrion: AP
Item: 05400 PITANNING DEPART|,IENI
04/t8/2oo' bgibson Action: AP
Item: 05500 FIRE DEPARTMETiIT
I-:-:*:---o-u--u--oj"--'Hl"-:'x-?*T:l'**it*'l.*i!|*|****l.*|||*|i*ttt|||******tl.tl|||t++|i*l*||'*+****{.t||********|{.i|t.+t***|*i**lti{|i*t+l*!**
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge tlnt I have read this application, filled out in full the inforuution required, completed an accuate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to cornply
with all Town ordimnces arut state laws, ard to build this stnrctue according to the towns zoning ard subdivision codes, design
review approved, Uniform Building Code and otber ordirurrces of the Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE TIVENTY-FOUR HOLTRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
****;t**************:ls*****'*****:t!t*,t*****:f *!**,t*****************1.**rt*******'t*********{.*********'f ******!t{!!ft*!t
CONDITIONS OF APPROVAL
Permit #: B05-0027 as of (X-19-2005 Status: ISSUED
**'N.*****:t***:t*,t{t,******'}***:s'&*************:**:t,t*!**,***{.:|t{t*****,t*'**{t|.,**,*,.!*'t*'}:f*:t:f:t*:|.*******:F*******:t:t:*:*:t:t3|**
Permit Type: ADDiALT MF BLJILD PERMIT Applied: 03ll0l20f'5
Applicant: MILLER, MATTHEW E. & REBECCA S. - BOLKA, Issued:
04t19t2005
To Expire: lOlI6l2W5
Job Address: 2W5 A ZERMATT LN VAIL
Location: 2095 A ZERMATT LN
Parcel No: 21031142r';036
Description:
FINISH BASEMENT
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQIJIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALIS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQURED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.31O.9.I OF THE 1997 UBC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQTJIRED BEFORE ANY
WORK CAN BE STARTED.
*{'******t+f't*t*****+*+*+**********+*+***t*****+f++++*++ftt****+++++++****a***+*******+t+****
TOWNOFVAIL. COLORADO Stat€ment******+*********++l't*{t'}********+**t't'}**a***++ftt+*++++*{r*{t't***++********t***a*******{.**++***
Amount: $509.96 o4/L9 /2oosLo:53 AlrtInit: L,CNotation: cash from Matt
St,atenent l{unber: R050000427
Paymen! Method: Cash
MiLler
Permit No:
Parcel No3
Site AddreEs:
Lrocation:
Thie Payment:
BP 00100003111100
PF 00100003112300
wc 00100003112800
805-0027
2LO3 -LL4-2403 - 6
2095 A ZERMATT
2095 A ZERIIATT
:Type: ADD/EI,T MF BUIIJD PERITTIT
Iff VAIIJ
LN
Total FeeE: $509.95Total AI,L ltnts: 9509 - 95
BaLance: S0-o0
$s09.95
t++****+t|}'}fl***+++t**{'+*!t*****t***++l'****t***'t*'}**+f***'}{r**{'++*+*++**********{r**at*{r't{r*f*+t
ACCOIJNT ITEM LIST:
Account Code Deacription Current PmtE
BUIIJDING PERIIIT FEES
PI,AII CHBCK EEES
WIIJIJ CA]JIJ INSPECTION FEE
307.25
L99.7t
3.00
--( \5tl'? €
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS
tt
Project #:-bo37
Permit #:7
ATITVWNuVUAILIy
75 S. Frontage Rd.
Vail, Colorado 81657
,o--|treYs.rvv r vrvvlr rvsrr r'
CONTRACTOR INFORMATION
etc.!
ir1 .i i.r
L'
General Contractor:
l\a]{. frt.ll ef 'yg4^:!n3no:Contact and Phone #'s: --. . j -r ... ,',Ii".DFlLt70 a4bt ---
Email address:
@ en M;lL
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BU|LD|NG:$ l}. , .SOO ELECTRICAL:$ l,SoO OTHER: $
PLUMBTNG:$ 3 E.O6 MECHANICAL:$ ,.OO1,f)rorAl: $ /g , SO O. "
For Parcel # Contact Easte Countv Assessors Office at 970:329-e949-ptvEit
%o-eo3g
Job Name: /or I co ,., r,r o vr $ B-5 - ?
Job Address: ao 1 s fi Let fio-A La
Legal Description Lot $t Btock: p3ll riting:Subdivision: t'":\ [6",n,,n,..sY
owners Nur", /h ATI A^-If adoress: ;o15 fr 2", ^nfi Ut Phone:L/?O *lLb
ArchitecVDesigner:Address:Phone:
Engineer:Address:Phone:
Detailed description of work:
^r-- r lJ*Sa.*re,rfF. .r I c l'
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo( ) Other(\ Finish F.tSca^r*
WorkType: Interior(\ Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: singlejamily ( ) Two-family ( ) Multi-family (\ commercial ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this buihing: 3 No. of Accommodation Units in this b1\ling:_4Q '1
Noffype of Fireplaces Existing: Gas {pplences ( o) Gas Logs (l ) WoodiPellet ( ) Wqgd Burning ( )
Noffypeof FireplacesProposed: GasAppliances1[) GasLogs( ) Wood/Pellet( )WoodBurnilg(NOTALLOWED)
Does a Fire Alarm Exist: Yes (V) No (Does a FfeEprinkler System Exist: Yes ( ) Np ( U).
****r*************+**********l*rt***r*FoR oFFlcE usE oN LY*************l******************|l*****
07 t2at2004F:\UsersUSutheAnewBLDGPERM.DOC
tl
I0hh,m
Questions? Callthe Building Team at 479-2728
Department of Community Development
Project Name:
Project Address:
This Checklirt must be comoleted before a Buildina Permitaoolication is
accepted.
All pages of application is complete
l'las DRB approval obtained (if required) Provide a copy ofapproval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Plan Check Fee required at submittal for projects valued over $25000.00 (See attached Construction
Fee Schedule for calculations)
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public WorK checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaqe
allowed on roadwavs and shoulders without written approval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for SFR and Duplex, 5 sets
of plans for Multi-Family and Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Repoft must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
q
q
o
tr
o
tr
o
o
o
o
o
o
D
tr
a
tr
0
I have read and underctand the above listed submittal requirements:
Applicant's Signature:7n pr/h
Date of submittal:
F:\UsersuSuther\newBLDGPERM.DOC
Received By:
07 t28t2004
tl
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Depaftment review or Health Department review, and a
review by the Building Depaftment, the estimated time for a total review will take as long
as three (3) weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser
amount of time. However, if residential or smaller projects impact the various above
mentioned departments with regard to necessary review, these projects may take five
(5) weeks to review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as
possible.
I, the undersigned, understand the plan check procedure and time frame. I also
understand that if the permit is not picked up by the expiration date, that I must still pay
the plan check fee and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:/n,+rr t'h: lt€n
Print name
Signature
Vo.\\ Q-or+v.rgtrs B-\ - IProject Name:
Date:3- 1-o?
F:\UsersuSuther\newBLDGPERM, DOC 07n8t2004
tl
IUDATOF
WHEN A'PUBLrc WAY PERMIT" IS REQUIRED
PLfAsE READ AND CHECK OFF EACH OF THE FOLLOWTNG QUESTXCNS REGARDTNG THE NEED FOR A
'PUBLT WAY PERMIT'':
o Is this a new residence?
Does demolition work being performed require the use of $e Right-of-Way, easemenb or
public property? YES NO \./
NOIs any uUlity work needed? YES
Are there any improvemenb being done to the driveway ? YES
Is a different access needed b the site oher tran the existing driveway? YES- NO-)/
Is any drainage work being done that affecE he Right-of-Way, easemenB, or public property?YES NO I,/
Is a 'Revocable Rightof-Way Permit" rcquired? YES Nor
fr$11*tiHlz"menb or public propefi to be used for sbsins, parkins or fencins?
frtt*t " *Ra't .Ij4.s, sbsins or fencing plan required bv Public works?
If you answered YES t0 any of these questions, a Yublic Way Permit" must be obbined.
'?ublic Way Permit"applications may be obbined at he Public Work's office or atCommunity
Development (a sample is atbched). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUEST]ONS.
Contracbr SignabJre
Job or Project Name:
Date Signed:
Vo-iI ts u nr vr s v
F:\UsersuSuthednewBLDGPERM. DOC
F' tava^,^^a /f^rh< /hlimtm4
YEs ,/ No
NO
s-3
Company Name
07rz$nou
ll
APPLICATION
PRI #:
PW #:
FOR TOWN OF VAIL Parcel #:
PUBLIC WAY PERMIT 20 Bldg. Permit #: B
,,*ffi
r. Vcl \ Co*'- o.^ s g
Job Name Street Address
(lfunknown call
479-Zt39r
Excavating Contr actor Name Mail Address TOV Contractor License Number - REQUIRED
City State zip Phone #
3.
Start Date
Work is for (circle one)
Oth€r
Completion Date
Water Sewer Gas Electric
(Permit Expiration Date)
Telephone CATV Lrndscaping Temp. Site Access
5. Trench-width Length Depth
(min.4')
Bond Amount $Permit Fee $
Toral sF $
Total LF
Total Permir Fee $
ALL MATERIAL, EQUIPMENT, 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 undemeath the bucket and lugs shall
be protected at all times.
A signature below indicates a review ofthe area and utility locations and approval. Once all utility company signatures are obtained .
permittee has option of routing application through the Public Works ollice to obtain the necessrry Town of VaiI signatures.
Please allow up to one week to process.
Xcel Energy / Public Service Company ( l-800-922- 1987)
Xcel Energy High Pressure ( | -800-922- 198?)
Quest (l -800-922- l987)
Comcast Cable (l -800-922-1987)
Eagle River Water & Sanitation Dissict (970476-7480, ext. I l4)
Holy Cross Electric Company (l-800-922-198
Town of Vail Electricians (970-479-2158)
Town of Vail Inigation (970-479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A consrruction fiatTic control plan must be submirted and approved by the Public Works Department
prior to issuance ofthe pennit.
9. All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
10. Pennittee nrust contact the Public Works Department at 47G2198 24 hours prior to commencing of work. Failure to Notif theTownwill result in
forfeiture ofbond money. Scheduled inspections that are not ready may resull in the Town charging the contractor a reinspection fee.
ll. I certiry that I have read all chapters of Title 8-Public Ways and Property, ofthe Jail Municipal Code and all utility Company agreements, signed
by me, and will abide by the same, and that all utilities have been notified as rcquired.
Cortractor's Signatule ol' Agrcelnent Print name clearly
ATTACH PLAN OF WORJ<, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show sneet with names, buildings, and location of cuts. USE DASTI LIIYES FOR CUT.
F lUsersuSuther\newBLDGPERM. DOC
Datc of signature
White - Public Works
Yellow - Contractor
07 t28t2004
tl
PUBLtr WORKS AND THE PUBLT WAY PERMIT PROCESS
How it relates to Building Permits:
D Fill out the attached check list with the Buildino Permit AoplircaUon.
If yes was answered b any of the questions then a Yublic Way"permit is required. You
can pick up an applicatjon at eidrer Community Development, locabd at 75 Soudt Fronbge
Road or Public Works, locaEd at 1309 Elkhom Drive.
F Notice signoffs for utility companies. ALL uUlities must field verifo (locaE) respective
utjlities prior b signing application. Some utility companies requirc up b 48 hours notice b
schedule a locaE,
F A consbuction baffic conbrol/sbging plan must be prepared on a sepanb sheet of paper.
An approved sib plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, eb.) and dre work zone, (area of construction, sbging, etc.). This
plan will expire on November 1st and will need b be resubmitbd for considention for
approval through the winbr. Be aware that your resubmission for winbr may be denied
depending on the location of consUuction.
D Skebh of work being performed must be submitbd indicaUng dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a sib plan for the job.
be scheduled for fte Town of Vailelecbicians and irrigation crcw. The locaEs bke place in
the moming, but may require up b 48 hours b perform.
) The Public Work's Construction Inspecbr will review the application and approve or deny
the permit. You will be conhcbd as b the status and any requiremenb that may be
needed, Most permits are released within 48 hours of being rcceived, but please allow up
b one (1) week b process.
D As soon as the permit is apprcved, tre Building Deparfnent will be notified, allowing the
"Building Permit" b be released. Please do not confuse the Yublic Way Permit" with a
"Building Permif'.
) NOTE: The above process is for uork in a public vray ONLY. Public Way
Permits are valid only until November 15$. A new Public Way Permit is rcquircd
each year if uprk is not complete. Re-application each November 15th does pot
mean an aubmaUc reneural.
I have r€ad and underctand the above.
3- 7-"1
Signature
F:\USersuSuThET\NEWBLDGPERM. DOC
Date Signed
0712812004
tl
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
The Town of Vail Building Depaftment has developed the following procedures to ensure that new
construction sites have adequately established proper drainage from building sites along and
adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve drainage
adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at
access points from the road or street onto the construction site. Such approval must be obtained
prior to any requests for inspection by the Town of Vail Building Department for footings,
temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2L98 to request
an inspection from the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Work Department will be approving all final drainage and culved
installation with resulting road patching as necessary. Such approval must be obtained prior to any
Final Ceftificate of Occuoancy issuance.
Agreed to by:
Project Name:
Date Signed:3- a- 67
F:\UsersuSuthennewBLDGPERM.DOC
-t
07 t24t2004
MATERNL STORAGE AND CONSTRUCTION PARKNG
Please read and check off each of the items below'
(Copies of compleE text are available upon request)
CODE 5-2.10: DEPOSIS ON PUBLT WAYS PROHIBITED
o Unlawfrrl deposits: Subject b subsection C thereof, it is unlawful for any peEon b litEr, track or
deposiq or cause b be litrered, Facked or depmibd, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any streeq sidew;l( alley or public place, or any portion thereof.
D Nouce; Abatement: The Director of Public Works may notiff and require, any person who violabs or
causes another b violab the provision of subsection A hereof, or who has in the Direcbr's employment
i p"oon who violates or causes another to violate the same, bp remov€ such sand, gravel,-rocks, mud,
dirt, snow, ice or any oher debris or material within twenty four Q4) hours after receipt of said notce
Uy fore Oiiector of Public Works. In the event the person so notile! does not comply with the notice
*it'in tru period of time herein specified, the Direcbr of Public Works, or other auttorized agent, may
.uui. rnv such sand, gi"u.l, to.io, muci, dirt, snow, ice, debris or any other material b be removed
from any sfeet or alley at the expense of the notified.
o Sumrmns and penalty: As an alEmative to the notice for removal provided in subsection B above,
any person who violates or causes ano$rer to violae the same, may be issued a summons t0 appear
Oeioie tre Municipal Coutt of the Town for said violations, and upon being found guilty of a violaUon
hereunder be punished as provided in Section 1-4-1 of this code.
o NoUce and Penalty: It is unlawful for any pe6on to fril or refuse to comply with the notice. of the
Director of public Worla as provided in subsectjon B hereof, and any such peson shall, in addiUon to
payment of the expense of removal incurred by the Direcbr of Public Wotts, as provided in subsectior B
heieot upon beini found guilty of a violauon hereunder, be punishable as provided in Sectjon 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-LAND 7-3A.3: PARKING OBSTRUCTNG TRAFFT & IMPOUNDMENT AUTHORZED
o No person shall park any vehicle upon a sbeet or at any other place within this Municipality in such a
manner or under such condiuons as b inbrfere with the free movement of vehicular tmffic or proper
street or highway mainbnance. (Ord. 2(1968) 5 1)
o Whenever any police officer finds a vehhle atbnded or unathended, standinq upon any portion-of a- sfeet or upon any place wittrin this Municipality in such a manner as b constitue a violation of any
section of this Rrtlile, or left unattended for i period of twenty four (24) hours or more and presumecl t0
be abandoned under the conditiors prescribed by Colorado Revised Sbtites section 42-4-1102, as
imended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
sbcrage in the nearest gamge or other place of safety designated or maintained by ffris M-unicipality,.and
6.re c]fnrges for bwini ani sbrage oi such rrehicle shall be charged b the owner of tre vehicle in
additjon 6 a ten Oottai($rO) imporlndment charge. (Ord, 2(1968) $ 3: Ord. 28(1981) S 1)
ll
I have read and will comply with the above code provisions:
Print NqrP't.'l tw',rlttl\-
position or Relationship to Project: ,nr r. or'
tttn"tt"
DItl€6sigt&dTeAnewBLDGPERM.DOC
07 t28n004
fown of Vail Survey
Comm u n ity Development Department Russel I Forrest, D i rector'
[970) 479-213e
Check all that apPlY
tl
(knowledge,
Date:
1. Which Department(s) did you contact? Building y' Environmental Housing-
Admin Planning DRB PEC
Was your initial contact with our staff immediate slow or no one available
lf you were required to wait, how long was it before you were helped? F o wo'\l
Was your project reviewed on a timely basis? Yes/No
lf no, why not? r0o^
2.
3.
4.
5. Was this your first time to file a DRB aRO-rryb-PEC app
BldO Permit
b,qa
6. Please rate the performance of the
5 4 g 2f @" high) Name:
-responsive-ness, availabi I itY)
7. overal effectiveness of the Front service counter.@ 3 2 I (5 is high)
g. what is the best time of day for you to use the Front service counter?
4,n? +'. rt^ Q
8. What comments do you have which would allow us to better serve you next time?
Thank you for taking the time to complete this survey. We are committed to improving our service.
F:\Us€rsuSutheinewBLDGPERM.DOC
07r29t2004
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT.75 S. FRONTAGE ROAD
VAIL, CO 81657
970479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT PErMit #: EO5-0025
BoF-ou_j
Job Address: 2W5 A ZERMATT LN VAIL Status . . . : ISSUED
Location.....: 2W5 A ZERMATT LN Applied . . : 0311012005
Parcel No...: 210311424036 Issued . . : 04.ll9l2005
hoject No : ?f1a 5 -oo5 ( Expires . .: L0tl6l2n5
OWNER MIIJIJER, MATTHEW E. & REBECCAO3/LO/?0O5
CARL A.
2095 ZERMATT I,lI B-8
VAII.,
co 81657
APPITICANf MILLER, MATfHEW E. & REBECCA}3/Li/2}O'
CARIJ A.
2095 ZERMATT IJN B-8
VAIIJ
co 8L6s7
CONTRACTOR Mil1er, Matt g3/to/2005
2095 A Zermatt Lane
Vail
co 4L657
License:339-Lr
Desciption: FINISH BASEMENT-I LIGHT 3 OUTLETS
Valuation: S1.500.00
El€ctrical----- >
DRB Fee.---->
Investigation--- >
will cdl------->
TOTAL FEES.- >
$51.7s
s0. oo
s0. 00
93.00
$s4.7s
FEE SI,'MMARY
Tonl Cals atcd Fees-> S54.75
Additioml Fees-----> $o. oo
Total Permit Fee-----> s54 - 75
Payncnb--------- > $5{ .75
BALANCE DUE-.-.-. >s0 .00
Approvals:
Item: 05000 EIJECTRICAL DEPARTIT{EIII
o3l1sl2oosJRM Action: AP
l!:1;"-'o-?-.-'o-9.-**1-l"*:flH*"'.**********l.'}.'ti**t*:t**l|li|+||ti+tt|*.|.l.**t**t||**'*,|+t{ttt+{l*|.:t't*.**||l|**|
CONDITIONS OF APPROVAL
Cond: 12
J."**;]-;-.*l*l?--lTf ."."..9IT.9*:-.**--TP*X;*T3.J9"SII3:,.T..J.9*-S..,.?*T,-,"PJ:.1*t*H*"**"**'********.*i.i*,+*+*+*****,.{.,,*,},,{.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
ptan, 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-FOLn HOURS IN ADVANCE BY TELEPHONE AT 47+2149 OR AT OUR OFFICE FROM 8:00 AM - 4PM
-41 r/or//4
++******{rf|'*a***************a*********++++arr****t***ftt*t*******l'*{r{r{r{rt+t***+*********a****
TOWNOFVAIL, COIJORADO Stat€ment**+*'++*******++*********at***********+******+t+++t+tt*lt+*******!t***{r***'t*{'!t+**************r*
Statement Nuniber: R050000425 Atnount. ! $S4.?5 04/L9/2OOS:-o:51 AM
Palment Method: Cash Inie: LC
Notation: cash from MattsMiller
Permit No: 805-0025 Type: ETECIRICAIJ PERMIT
Parcel No: 2LO3-]-14-24O3-6
Site Address: 2095 A ZERI4ATT LIiMIL
Location: 2095 A ZERIIATT Lll
Total Feea: $54.75This Palment: $54.?5 Total ALL, Pmts: 954.75Balance: S0.00**********************+*{r'f******+************l***'tl'+*'}+++++*++++**t*f**************++*l't*'}'t+
ACCOUNT ITEM LIST:
Account Code Description curent Pmts
EP OO1OOOO31111OO EI,ECTRIEAIJ PERMIT FEES
WC OO1OOOO31128OO WILI, CA],I, INSPECTION FEE
51.75
3.00
MWNOPVAIL
75 S. Frontage Rd.
Vail, Colorado 8165
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED T-}-
Proiect #' l- 'tloC-bdS7
Electrica
(Inspections)
CONTRACTOR IN FORMATION
Building Permit #:
Electrical Contractor:
/4.., *l- nt.l \er
Town of Vail Reo. No.:731:1-Contact and Phone #'s:.+76 al (a L
E-Mail Address:
Contractor Signature:
1r''t n'L^llu,
COMPLETE SQ. FEET FOR NEW BUITDS and VALUATIONS FOR Att OTHERS (Labor & Materials)
ELECTRICAL VALUATION: $ l. .f O OAMOUNTOF SQ FTIN STRUCTURE: ?OO
Contact Eaqle County Assessorc Office at 97O-328-8640 or visit for Parcel #
Parcel# ?.-t6sltqayogC
JobName;/h' I c-or^,ru,tovr S A-s - y JobAddress: a-oq-f 4 ze.t,'.-ff L6
Legaf Description I tou p, ]l etoct: J ll rillng: q I suuaivlslon= l,/o-,\ {o a.r,.,. o r,rJ
ownersNut"'MAn t"\:il€r llnoaress:?-o1-f A zeraqr*6ll Phone: q7o >tbQ
Engineer:Address:Phone:
Detailed description of work: \ Li $ h+ b 7 c,'JJl'A7J
F -.
" ;s h B.t4-^ . n. -l-
WorkClass: New() Addition( ) Remodel( ) Repair( ) TempPower( ) othg!(\]_Eiutr_4rr-
WorkType: Interior(\ Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ltzf Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this iuikling:_ ?
Is this permit for a hot tub: Yes ( ) No (\ )
Does a Fire Alarm Exist: Yes \) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( \
******t ********************************FOR OFFICE USE ON[Y***************************,<*********
Date Received:
DRB Fees:Acceoted By:
Planner Siqn-off:
\Wail\data\cdev\FORMS\PERMITS\E LECPE RM. DOC 07 /26/2002
TOWN OF VAIL DEPARTMENT OF COMMIJNITY DEVELOPMENT.75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: PO5{OI7
6oC_o*7
Job Address: 2095 A ZERMATT LN VAIL Status . . . I ISSUED
Iocation.....: 2W5 A ZERMATT LN Applied . . : 03ll0l20[,5
Parcel No...: 2LO311424036 Issued . . : 0/.llglz0Os
Project No , N(j .f- o o5 7 Expires . .: 10116120[15
OWNER MIIJtrJER, MATTHEW E. & REBECCAOS/LO/2OO'
CARL A,
2095 ZERT.IATT IN B-8
VATIJ
co 81557
APPIJICA}IT MIIJIJER, MATTHEW E. & REBECCAO3/LO/20}'
CARIJ A.
2095 ZERMATT IJN B-8
VAIIJ
co 81657
CONTRACTOR Miller, Matt 03/L0/20Os
2095 A Zermatt lJane
Vailco 81657
Li.cense: 339-L
Desciption: FINISH BASEMENT-SHOWER, TIJB SINK, BASEBOARD HEATING
Valuation: $3,560.00
Fireolacc Information: Restricted: ??# of Gas Appliarces: ?? f ofGrs logs: 22 #of Wood Pallel: ??
:t***)***,**********:***'*'a*'t'i**'ta**'t'tt+t ***,t***'t*,t'at{.,t,art*,t******,}a*,t,t*t*t FEE suMMARy:il**:t'.{.'}'}{.*'l+*'llnt****,}i*l|lt'|l*al+*+:t:t:a++:a:at*a't'.'a1't'a'aa*'a*:a.}**
Plumbing--> $50.00 Resfuarant Plan Review->
Plan Check--> S15. oo DRB Fee------------->
so. oo Toal Calculated Fees--> $78.00
so. oo Additional Fees-------->9o .00
lnvestigation- >
will cdl-*-->$3.00 $78. 00
90. 00BALANCE DUE.----- >
Item: 05100 BUIL,DING DBPARII,IENT
03,/15/2005 ,JRI.' Action: Ap
Item: 05500 FIRE DEPARITIIENT
CONDITION OF APPROVAL
Cond: 12
(BL,DG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, ard 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.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOLJR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OIJR OFFICE FROM 8:00 AM - 4
PM.'27&
SO.0O TOTAL FEES-----> S7S.OO Tot|l Permit Fee------ > $78.00
f't*if*l+ta"l*'i*lff**++'alr*'tlr'a***l****'t****'l'|ttttflaal****tl*t**ftflfalt*lfflf**+l*********{'***
TOWNOFVAIL, COLORADO StatemeDt
++tat*{t{t'l'}****l+t*f*******'}****+*++**t,t****l'***ll*+tt*ffff****f+**lt'}f*at}at*+a*afaaffafff*++l
Anount: $?8.00 04/L9/2OO5L0:50 All
hit3 IJC
Notation: Cash from Matt
Statement Number: R050000425
Palment l{ethod: Caeh
Miller
Permit No:
Parcel. No:
Site Addreas :
IJocatiOn:
This Payment:
ACCOUNT ITEM LIST:
Account Code
PF 00100003112300
PP 00100003111100
wc 00100003112800
P05- 0 017
2103 - 114-2403 -5
2095 A ZERMAIT
2095 A ZERMATT
$?8.00
Tlrpe: PIj'MBING PERMIT
IJN \IAIIJ
IJN
Total Feea:
Total ALL Pmts:
Balance:
$78.00
$78. OO
$0-00
DeEcription Current PmCs
PLA}I CHECK FEBS
PIJIJMBING PER!{IT FEES
WILL CAI,IJ INSPESTION FEE
15.00
60.00
3 .00
'; {-t J,-"
{
AppLrcArroN wrLL Nor BE AccEprED rF rNcoMpLErFol llNsrGNED PLJdC-oOS7
Permit #:
Permit #:
TOWNOFVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR IN FORMATION
Plumbing Contractor:
ftrr+fF F4, il €a
Town of Vail Reg. No.:331- L Contact and Phone #'s:4l c: >t bQ
E-Mail Address:
Contractor Signature:-ln tJ.l^
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ 3,6 6c'
for ParcelContactAssessors Office at 97O-328-864O or visit #
Parcel #al Alrrr-cAq 63lo
JobName:yo't ts^now\s b-3 - t JobAddress:aots * zo,^^ntJ t-4
Legal Description Lot: A ll atocr: S Filing: g Subdivision: y'a-, I Cs na c ra 5
ownersName: pa4t1 ftiller ll Address:Phone:
Engineer:Address:Phone:
Detailed description of work:
Sl\nwet' *,.-b. . S; ^ k Ba-se- boe,.l *eall ^.
Work Class: New ( )Addition ( )Alteration ( )Repair (
v) Other e\)Fi"trh 8os",n .,^'F
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( \ Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this building: ]
Is this a conversion from li device? Yes ( ) No ( \)
***************ri**r(*'!******************FOR OFFICE USE ONLY*************************************
Other Fees:Date Received:
DRB Fees:Accepted Bv:
Planner Siqn-off:
\\VAiI\dItA\CdCV\FORMS\PERMITS\PLMBPERM.DOC 07t26t2002
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Bo5- Dc?l
0+2&2005 tnspes{on Request Reportlng Pags2,
7:33 am Vall._CO- Chr Ol
Requested lnsoec't Drte: ThuEdry, Aprll 28,2005' SltdAddress: 2095AGRilATTLNVAIL
2095 A ZERTUATT tN
lfip.bform.@
A€flY'ltr m+(m7 lpe: A-MFCoGtTwa: Occrr!€rEu
otdier: MILLER. ]TIATIHEW E. & REBECCA S. . BOLKA.
Sbtus: ISSUED
lrlspfu€.:
Atpllcrd: MltlER, ilATIHEWE. & REBECCA S. - BOIKA,
Coniador: lrfl.r,Mil
De*do$on: FINISH BASEMENTl6tlce: PLAN SHEET REdD . ROUIED TO JR AND GEORGE - JMONDRACION
Comment approvsd by PLnnlng - BGIBSOIf
Requested Insoecdon(sl
Requested Tlme: 08:30 Alf' Phone: €70) 47G2166
Enbr€d q,: LnLLilIAN K
q w
tbm: 90 BLITG+lnrl
Requettor: lt ILLER, lr.iLATT
Asqhipd To: COAVISAcdon: T[ne Exo:
comment SSffiEttlECTcrRs REo-o '
EXTE]O I.IANDRAIL
GROTJT TC'IIET BASE
tnro€c0on Hlsbn,
Item: 226 FIRE DEPT. NOnFICATIONl!.m: 30 BLOG-FiE mlnolbm: S) BLDGFlnal -
Um!6 lnso€ctor: JRM Actbn: CR CORRECTIOI.I REOI IRED
Coflrmont 3 $rcKE DETECTORS REO.D
EXTENDHANDRAIL
GROI'T IOILET BASE
It m: 2t FLAII&]IC Foundtllon Phn
Item: 22 PLAI+ILC Slte Phn
M
REPT131 Run Id: 3165
lnspectlon Request
Requested Inspect Date: Thursdry, Apdl 28,2005' Sltd Address: 2095 A ERfrIATT LN VAIL
2095 AZERTIATT LN
A/F,D lniorm.0qr
Acfidtu PFml7 T!D€: &PLMB SubConrtWrri: Occuooitv:
Orrii€': M|LLER, IiIATIHEW E. & REBECCA S. . BOTKA.
Apffr€r't Mf LLER, IT|ATIHEW E. & REBECCA S. - BOLKA,
Item: 290 PLMB-F|n l
Rcquesior: MILLER, IIATT
AsslgiedTo: CD VISArc0on: Tlrr Exo:Coflm|* ERTf,,TTdTETBASE FIX LEAK I,iJEEMHRET
Strts: ISSUED
Insp Area:
Conblc{or: Mlfier. M8t
D*cdplbn: FINISH EASEMENr-SF|o|r!ER, TtlB Sltfi. BASEEOARD HEATll.tG
Rtouested Insoecfl onf sl
.p qt
Requested Tlme: 08:00 At- Phonc: {9rc)47$2166
Enlerod By: LTlLtl,lAN K
,q
lne oecton Historv
llcm: 210 PlltiBUnderoround
llcm: 20 PLtlSRouoNO.W.V.
It€m: 2tD PLtrBRouEMYUrtor
tlem: 240 PlilBc'rtPlrimllrm: 250 PLIBFooUHbt Tublbm: 260 PLtrlFMhc.
llem: 29() PltlBFlnslWl2l6 lt|3ca6r: JRll Acllon: CRCORRECTIoII
Corunent GFOT TTOIIET BASE FIX LEAK UNOER CABINET
REPT131 Run Id: 3165
TOI'IN OF VAIL
75 S. FRONTAGE ROAD
VAII-,, CO 81557
970-479-2L38
RD WEST Status.. -: ISSITED
RD WEST (Applied- .:To3/25/L999
Issued...: 03/25/L999
Expires..: 09/2L/L999
APPLIEAMf CIIY MARKET, INC.
P.O. BOX ?29, GRAIID iII'NCfION,
CONTRACTOR CITY MARKET, INC.
P.O. BOX 729, GR,MiID JI,]NCTION,
OWNER
tlof G-E AItPLianc.B:
TOI'IN OF VAII-,
T CITY I\4ARKET, PO BOX 729, GRAND .'I'NCfrGV/&OSN6N2 DEV.
co 81502
co 81502
A!-ilOUnt
date
llof gas Log6 :
Phone z 97Q-24L-0750
Phone: 970-24L-0750
flof Food/Pa1I.b:
Descript.ion:
ALTER FT,ANIENS AND DEMO COFFEE HOUSE BLDG
Occupancy: 82 92
Tlpe Construction: rI I-IIR Ty?e rr 1-Hour.Ilpe Occupancy: 0023 sToRE
Cie;rn-irp Depo.sit Refuno'
approved vc-
Valuation:
Sircplac. InforE tion: RcsLricc6d:
25, 000 Add Sq FL:
FBE SI'I{I{ARY
Building-----> 295.00 RGEEuaranE Plan Revicw--> 'oo Total calculated FecB---> 679'7s
Plan chcck---> L9L-75 DRB Foc--------
InvestiEation> .oo RGcleation Fce----------> .oo ToEaI Peluib Fee--------> 764'73
will c.ll----> 3-oo cl.rn-Itl D'Posig--------> 1Oo'Oo PayEentg----------------> 164'7s
TOT}]. FEE8----- 639 '1g BAIANCE DUE---- 'O0
r r * * r * trr ', t .r * rt ** *l|t'rtttttt'rtttt ttttttri
L
ITEM: O51OO BUII,DING DEPARII4EIiITollisltggg ,JRM Action: APPRrrbm:' o54oo Pr,ANNrNc DBPARTT,IENT03/25/1,999 .lRM AcEion: APPRicbm:. 05600 FIRE DEPARIITENTO3/25/L999 JRM ACEiON: APPRItbm:' 05500 PITBLIC WORKSa3/25/L999 JRM Act,ion: APPR
. DEPT: BUII,DING DiViSiON:
APPROVE D'JRM-'- --b-ebt: PTJINNTNG Division:
OK PER BRENT
N/AL't" DePt: PIJB WORK Division:
N/A
rrr*rrt*tttt+rt tattttlal+ttttl *tri.|jtttt*tr**rr tir'ttttt*rt**','*tatlrii*"itttt
see Page 2 of Ehis Docrment f or any conditions Ehatr may apply to Ehis penn:it '
DECI,AR]ITIONS
r hercby acknorl€dEc cha! I havc r€ad tshj,s application, filled our ln full Ehe infonratsion rcquircd, conpl6ccd an accuraca ploe
plan, and €laLr Ehat aII t-!r6 infor'lratsion plovided as required i6 c0rtect. I agte. to co[Ply rifh ihe inforu'Cion and plot Plan'
tso coolrly trith arl rorn ordinanc6s and slate laxs, and go build !hi6 Etructurc according to Bhc Tortl' s zoning rnd subdivieion
codc6, d.aign rewiet approwcd, UniforE BuildinE Codc and otbcr olilinances of Cha Tor'rl applicabl6 the!€to'
REQI'ESTS FOR INSPE(:TIONS SIIAI,I, BE MADE TWENIY-FOUR IIOUR5 II{ .A.DTNICE BY
send Cl.en-tt) DaIto.lE To: CITI I'IARKE?
')a.^f}r-a SJ',A.,.-
d.ti\.i 3
DEPART!,IENT oF CoMMT]NIT. DEVETOPMEIiIT ar),t;+
G9^-,^^\
NOTB: THIS PERMIT MUST BE POSTED ON iIOBSITE AT ALL TIIMES
ADD/AIT COMM BUILD PERMT Permit. #: 899-0035
ilob Address r 2099 N FROI{TAGE
Location...: 2009 N FRONTAGE
Parcel No. . : 2103-114-15-013
ProjecE No. : PR,f99-0054
oFFrca FRoM 8:00 Alil 5100 P!4
owing on collrRAsoR FoR HrxsELF AND om{ER
*****:r**********:r***********************************************:l***************
COIIDITIONS
Permit, #: 899-0035 as of O3/3L/99 status: TSSUED
********************************************************************************
PermiE, T!pe: ADD/ALT coMM BUITD PERI{T
ApplicanE: CrTY IVIARICET, rNc.
970-24L-07s0
Applied: 03/2s/L999
Issued: 03 /25 /1999
To Errpire: o9/2t/L999
ilob Address:
tocation: 2009 N FROI,ITAGE RD WBST (PARKING i-,Cff)
Parcel No: 2103-114-15-013
Description:
ALTER PI,A}ITERS AI{D DEMO COFFEE HOUSE BLDG
Conditions:1. FIRE DEPARIIJIENT APPROVAI., IS REOUIRED BEFORS AIIY WORK CAI{ BE
STARTED.2. FIELD INSPEqIIONS ARE REQUIRED TO CI{ECK FOR coDE CoMPtLANCE'
3. WE STIIJIJ IIi\VE SEVERAI, BUILDING PERMITS OPEN FOR TIIIS ENTIRE
1-996PRo,JEcf.THBSEPERMITSNEEDToBECALLEDINFoRFINAL
rNsPECrroNs FoR FrNAL/C-O. ASAp
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TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
INT'ORITATION MUST BE COMPLETE OR ITE APPLICATION WILL BE REJECTED
Contact the Eagle County Assessors Office at 970-328-8640 for Parcel#
Parcel# 2to3 - |t,/- lt. ot3
Dare: 5_73_qq
Fftrq?- oa7/
Architect:
VALUATIONS
FTFCTRICAL: $
MECHANICAL$
CONTRACTOR INFORMATION
Generat contractor, g, \ tA^.Lf Addrefi
TownofVailRegrstrationNro.' IQD-4 Phone#
Address:Electrical Contractor:_
Town of Vail Registration No.Phone #
BlggDipg..eglsreeler:Address:
Phone #Town of Vail Registation No.
Mechanical Contractor:Address:
Phone #
FOR OFFIGE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
CLEAN UP DEPOSIT REFUND TO:
\J k t t (o n n o,rt s Vt n rlren /fl ob, F cn;/1aaff,aar.rr,
Buildingj()Plumbing ( )Electrical ( )Mechanical ( )Other ( )
Legal Description: Lot_ Block_ Filing Subdivision
o*eo Nu*b i*o */ Refu-frattqa*r, /r'r rrrrn .'r^f Ko nlnnt
DescriptionorJob,Atrofafiol F Dtn,Wi,zsnGFke t-[ c,szB-ba, /ilLr/?ea*rpc bz+-
Work Class: New ( ) Alteration 0O Additional ( )Repair( )Other ( )
Number of Dwelling Units:Number of Accommodation Units:
Number and Tlpe of Fireplaces:Gas Appliances Gas Logs Wood/Pellet
BUILDING: $ Z4C
PLI,JMBING $
Town of Vail Registration No.
SzEEDMMI@ msrerterroNs srNCE rgBB
WHERE SHOPPING CARTS ARE USED
Date ofLocation Opening Description Remarks
Contac[ Mike Vriens 312-876-8790
Ralphs Market #207 Speedramp Systems
Pacific Beach Shopping Ctr 1995 . two 39" wide units, 57' long,
S.E. Corner Mission & Grand ansle l0'
San Diego, CA 92109
wr 9984
Contact: John Sparkenbach 619 -297 -2593
Ralphs Market #123
l0l G Street
San Deigo, CA 92113
wr 10062
Contacil Not Available
Ralphs Market #198
Hillcrest Promenade
9600-9636 W. Pico Blvd.
Los Angeles, CA 90035
wr 9965
Contacr Not Available
Ralphs Market #293
1233 La Brea Avenue
West Hollywood, CA 90048
wI10009
Wal-Mart Store
94-615 Kupuohi Street
Waipahu, H[96797
wr 9987
Contact: Brad Hanson
Ralphs Market#289
5601 Wilshire Blvd.
Los Angeles, CA 90036
wr 9936
Contacf Jim Gentrv 213-936-4951
I{D:S\\'/SR: Shoppin-t Can Instrllrtior"
r'''ith Arldres.r
Nov Speedramp Systems
1996 .two 39" wide unis, 72'long,
angle l0'
April SpeedrampSystems
1996 . fov 27" wide units, angle 9'
'two 72'long. one 107'long
. one 31'long
Jan Speedramp Systems
1996 . two 27" wide units, 104' long,
angle 11'
Speedramp Systems
1995 .two 39" rvide units, 140'long,
angle 9'
808-688-0066
1994 Speedramp Systems. two 39" wide units, 76'long,
ansle 9' 22 min-
Moves people and their
shopping carts from store
to parking garage
. Cart direction is down
Moves people and their
shopping carts from store
to underground parking
garage.
. Cart travels up / down.
For use with shopping
carts from store to
parking garage.
. Cart direction is up
N.loves people and their
shopping carts from store
to parkirg garage.
'Cart direction dorvn.
For use rvith shopping
carts from store to
parking garage.
. Cart direction up.
For use with shopping
carts from store to
parking garage.
. Cart direction is dow'n.
Palc i
Date ofLocation Opening Description Remarks
Lucky Market#36
1963 Mountain Blvd.
Oakland, CA 91001
wr 9889
Contact Ruben Perez
Sam's Club 1993
Hawaii Power Center
Kam Highway
Pearl City, HI 96734
wr 9855
Contact: Tom Burns 808-456-7788
Wynn-Dixie Store 1992
Key Biscayne Shopping Ctr
606 Crandon Blvd.
Key Biscayne,FL 33149
wr9794
Contacc Mr. Castillo 305-361-8261
Bishop's Corner Finast 1991
345 N. Main St.
WestHartford, CT 06117
v/r 9664
Contacl Larry Scholman 203-232-0509
Ralphs Market #28
Beverly Connection
100 N. La Cienega
Los Angeles, CA 90048
1994 Speedramp Systems
. four 39" wide units, angle 11'
. two 107'long
'two 6l'long
51G339-4290
For use with shopping
carts btween levels of
market & parking gamge.
. Cart direction is up and
down.
For use with shopping
carts btween levels of
market & parking garage.
. Cart direction is up.
For use with shopping
carts between levels of
market & parking garage.
. Cart direction is down.
For use with shopping
carts from store to
parking structure.
. Cart direction is up
and down.
Transports people and
shopping carts from stole
to underground parkin-e
garage.
. Cart direction is dolvn.
Transports shopping
carts and people to second
level of parking structure.
j
. Cart direction is up.
Pirq.' ?
Ralphs Market Uptown #51 1989 Speedramp Systems
1010 University Ave . two 39" wide units, 61'long,
San Diego, CA 92103 angle 10" 47 min.
wI9524
Contact: Victor Salazar 619-298-2931
Speedramp Systems. two 39" wide units,98'long,
angle 10" 15 min.
Speedramp Systems. two 39" wide units, 38'long,
angle 8'
Speedramp Systems. two 39" wide units, 135'long,
anele 8'
1988 Speedramp Systems. two 39" wide units, 85'long,
angle 7'05 min.
wr 9326
Contact: Vern Waggon er 213-655-6226
IID:S W/SR:Shopping Can InsLrllrtion.;
rvith Addre.*;
SP EEDWALKlSP EEDRAMP INSTALLATI ON S
(Partial List Only)
Date ofLocation Opening Description Remarks
Ralphs Market#123
San Diego, CA
wr 10062
Ralphs #293
W. Hollywood, CA
wr 10009
1995
Memphis Intemational Aiqport
Memphis, TN 1995
wI100t1
Intte Sky Plaza
Haunted Castle Dark Ride 1995
Korea
wI9988
Wal-Mart Store
Waipahu, HI
wI9987
1995
Ralphs Market #207
Pacific Beach Shopping Ctr 1995
San Diego, CA
wr 9984
Ralphs Market#198
Hillcrest Promenade
Los Angeles, CA
wI9965
BOC Lordstown Complex
Lordstown. OH
wr996l
1995
Speedramp Systems Moves people and ttreir1996 .two 39" wide units, 72'long shopping carts from store
angle 10" to parking garage f
1994
Speedramp Systems
.two2'1" wide units,
104'long, angle 1l'
Speedwalk/Speedramp Syst,ems. two 39" wide units, 249'long,
5'rise first 100 feet
Speedwalk Systems
Load/unload platforms
. two 30" wide units, 31'long,
angle 0'
Speedramp Systems. two 39" wide units, 140'long,
angle 9'
Speedramp Systems. two 39" wide units, 57'long,
angle 10'
Narrow belt Type Speedramps. four 27" wide units, angle 9"
. two 72'long
. one 107'long
. one 31'long
Speedwalk Systems-Slider Bed. two 18" wide units, angle 0'
. one 18'long. one 36'lons
For use with shopping
carts from store to upper
parking garage f
Moves people along West
Concourse to Northwest
Airlines boarding areas
Used to load and unload
people from continuously
moving ride
For use with shopping
carts from store to
parking garage f
Moves people and their
shopping carts from store
to parking garage f
Moves people and their
shopping carts from store
to underground parking
level *
For use in asseinbly plant
trim shop
t Units where shopping carts are used
JB:Lists:Partial List SWSR Insrrll3ticni Pa:e I
Date ofLocation Opening Description Remarks
O'Hare Intemational Airport
Chicago,IL
WI99M
O'Hare International Aimort
Chicago,IL
wr995l
Speedwalk belt to replace one
1994 of tlre two walkways inthe 1972
Goodyear system in Pedestrian
Tunnel 2D, angle 0". one 43" wide unit, 446' long,
Speedwalk belt to replace the
1994 second walkway in Goodyear's
system in Pedestrian Tunnel 2D. one 43" wide unit, 446'long,
angle 0'
Speedramp Systems
1994 . two 39" wide units,76'long,
angle 10"
Speedwalk belt replacement on
1994 Unit E2
. one 106,9" wide belt.27"
wide, angle 0'
Speedwalk Systems-Model 5001994 . two 39" wide units, 177'Iong,
angle 0'
Speedramp Systems
1994 . four 39" wide units, angle I l"
. two 107'long
. two 6l'long
1993 Speedramp System -Model500
. one 39" wide unit, 73' long,
angle l"
1993 Speedwalk to replace Unit 86.
. one 39" wide unit, 206'long,
angle 0'
1993 Speedramp Systems
. two 39" wide units, 98'long,
angle 10"
Provides service between
hotel parking garage and
main terminal
Provides service between
hotel parking garage and
main terminal
For use with shopping
carts from store to
parking garage {
Moves people between
multilevel parking areas
and terminals
Connects commuter &
intemational terminals to
cenual terminal
For use with shopping
carts hnveen levels of
market & parking garage T
Transports people into
casno
Moves passengers on the
RTA extension .
For use with shopping
carts between levels of
market & parking gara-ce +-
Ralphs Market#206
Los Angeles, CA
wI9936
Metro Dade Intl Airport
Skybridge System
Miami, Florida
wr 9934
Barcelona Int'l Airport
Barcelona, Spain
wI9905
Lucky Market #36
Oakland. CA
wI9889
Casino Magic
Biloxi, MS
wr 9866
O'Hare Intemational Airport
Chicago,IL
wI9859
Sam's Club
Hawaii Power Center
Pearl City, HI
wr 9855
* Units where shopping carts are used
JB:Lise:Partial List SWSR Installationi P;rgc 2
Date ofl,ocation Opening Description Remarks
Fry's Electronics
Campbell, CA
wr9848
Zoological Socrety
Monkey Mesa Pavilion
San Diego, CA
wr9819
Hyundai Elevator
Expo 93 Information and
Communication Pavilion
Taejon, Korea
wI9815
Wynn-Dixie Store
Key Biscayne Shop'g Ctr
Key Biscayne, FL
wr9794
Hollywood Bowl
Ios Angeles, CA
wr9742
Barcelona Intemational
Airport
Barcelona, Spain
wr9757
Bishop's Corner Finast
West Hartford, CT
wI9664
20th Century Fox Srudios
Los Angeles, CA
wr 9596
Newark Intern ational Aimort
Terminal Bl
Newark, NJ
wr 9588
r993 Speedramp System
. one 39" wide unit, 74'long,
angle 9"
Speedwalk Systems-Model 500
Complete modemization of
. two 31" wide systems
. one 180'long . one 140'lg
Speedwalk Systems
LoadingAJnloading Plaforms
. two 30'long units
. one 39" wide . one 72" wide
Speedwalk Systems-Model 500. two 39" wide units, 38'long,
angle 8"
1992
t992
1992 Speedramp System-Model 500. one27" wide unit, 140'long,
angle 12"
19921 SpeedwalkSystems-Model 5001993 . four 39" wide units, angle 0'
. one 402'long . one 353'lg. one 267'long . one 255'lg
1991 SpeedrampSystem-Model500. two 39" wide units, 262'long,
angle 8'
1990 Speedramp System-Slider Bed
. remove one old unit (1962)
from Hollywood Bowh cut to
size & refurbish as movie prop
1990 SpeedrampSystem-Model500
. two 39" wide units, angle 0"
. one 270'long
. one 220'lons
Transports customers
to second level
Transports zoo visitors to
the Monkey Mesa Pavilion
r993
Used for loading and
unloading people from a
continuously moving ride
Used with shopping carts
between levels of market
& parking garage *
Conveys patrons to seating
arca
Connects commuter &
intemational terminals to
central term inal--two in
time for 1992 summer
Olympic games
For use with shopping
carts {
For movie set of "Die Hard
tr", stage #15
Moves Nofthwest
passengers to World Club
& satellite deoarture area
t Units rvhere shopping carts are used
JB:Lists:Partirl List SWSR Insrrllrtior;
Date ofLocation Opening Description Remarks
Hollywood Bowl
Ios Angeles, CA
wr9587
1990
Midway Airport{TA Sta 1990
Chicago,IL
wI9579
Newark International Airport 1990
Terminal 83
Newark, NJ
wr 9s67
Caesars Palace 1989
[,as Vegas, NV
wI9536
Speedramp System-Pallet Type. one 40" wide unit, 147'long,
overhead canopy, angle 7.5"
Speedramp System-Model 500. four 39" wide units, 282' long,
angle 0"
Speedramp System-Model 500. one 39" wide unit, 500'long,
supported on existing concrete,
various degrees of incline
Speedramp System-Model 500. two 33" units, 180' lg, 13' rise;
. three 39" wide units
. one 40'long, angle 0, one 327' long, 9' rise
. one 357'long, angle 0o
Speedramp System-Model 500. two 39" wide units, 61' long,
angle l0'
Speedramp System-Model 500. one 39" wide unit, 107'long
with overhead canopy, 13' angle
Speedramp System-Model 500. six 39" wide units
. one 92'long, angle 1-l/2o
. one ll0'long, angle l-l/2o
. one 124'long, angle 0o. one 143'long, angle 0o
. two 207'long, angle 0o
Conveys pauons to
seating area
Connects Midway with
new public transportation
station
Moves aniving
intemational passengers
from satellite to customs
Moves people from
Las Vegas BIvd through
temple structure and into
tlre casino
Transports people and
shopping carts from store
to underground parking *
Conveys patrons to seating
area
Transports people through
ne*' United Airline terminal
Uptown District
Ralph's Market#51
San Diego, CA
wr 9524
Hollywood Bowl
Los Angeles, CA
wI9500
1989
Dulles Intemational Airport 1989
United Airlines
Chantilly, VA
w[9472
Tropicana Hotel
Tropicana World
Atlantic City, NJ
wI937l
1989
1988 Speedramp System-Model500 Used to load & unload
Slider Bed System; one load unit people on amusement
. two 54" wide units. variable rides
FPM 30-60
. one 30'long
. one 35'long
* Units where shopping carts are used
JB:l-ists:Partirl List SW/SR Instrllations Prrc -l
Date ofl,ocation Opening Description Remarks
Sands Hotel & Casino
Atlantic City, NJ
wr9363
Ralphs Market #28
Beverly Connection
Beverly Hills, CA
wr9326
GorillaUnitsl&2
Zoological Society
San Diego Zoo
wr9010
Seas Pavilion
WDW-EpcotCenter
Orlando, FL
wI8977
Stapleton Int'l Airport
Concourse A Expansion
Denver, CO
wr 8902
Naismith Memorial
Basketball Hall of Fame
Springfield, MA
wr 8888
San Francisco Int'l Airport
Tunnel A Renovation
wr 8879
Oldsmobile Division
Lansing, MI
wI8878
1988 Speedramp System-Model 500
'two 39" wide units, various
degrees of incline
. one 300'long. one 150'long
Speedramp Systems. two 39" wide units, 85'long,
angleTo
1988
1985 SpeedrampSystem-Model500
. two 39" wide units. one 238'long
. one 200'long
1985 SpeedrampSystem-Model500. one 42" wide unit, 50'long,
15'-6" rise, angle 0o
1985 SpeedrampSystem-Model500
. two 39" wide units: 120 FPM. one 160'long. one 156'long
1984 Speedramp System-Model 500
Slider Bed System. two 20" wide units, 38'long
Moves people from the
Boardwalk to Sands Hotel
and to Claridge Hotel &
Casino
Transports shopping carts
and people to second level
of parking structuref
Transports people along
passenger concourse
Transporu visitors
throwing basketballs
Transports passengers in
south terminal
Engine operator assembly
conveyors Bl75 &B.190
1986 Speedramp System-Model 500 Moves viewes past gorilla
Slider Bed System units. two 43" wide units, 400'lons
(Original S&A Job 17916 was-modified by WI Jobs 7483 &
9010- Slider bed was replaced with AiRide beh)
1985 Speedramp System-Model500 Used to load & unload
Slider Bed System people from a moving
. one unit 39" wide x 38'lone tmm
. one unit 69" wide x 40' lon-p
f Units lvhere shopping carts are used
JB:Lists:Partirl List SW/SR Instlllarior:s
Date ofLocation Opening Description Remarks
O Hare Intemational Airport
OHare Extension to RTA
Chicago,IL
wr 8633
Miami International Airport
Skybridge System
Miami, FL
wr 8620
Horizon Pavilion
WDV/ - EpcotCenter
Orlando, FL
wr 8588
DF'IV Regional Airport
Terminal2EBE
Connector Building
DallaVFort Worth, TX
wr 8570
Greyhound Lines, Inc.
Westem Bus Terminal
Los Angeles, CA
wr 8546
Imagination Pavilion
WDW - EpcotCenter
Orlando, FL
wr 8520
Makro Self-Service
Atlanta, GA
wI8409
Transportation Pavilion
WDW - Epcot Center
Orlando, FL
wI8324
1984 SpeedrampSystem-Model500
. six 39" wide units, angle 0o,
120 FPM
. four 246'long
. two 218'long
1985 SpeedrampSystem-Model500
. eight units, 120 FPM
. four 39" wide & four 27" wide
. four 328'long, two 280' long
& two 80'long
1983 Load/Unload Platrorms, Slider
Bed System. two72" wide units, 49'-6" long,
angle 0o
1982 SpeedrampSystem-Model500
. six 39" wide unis; angle 0o
. two 320'long. two 200'long
. two 180'long
1982 SpeedrampSystem-Model500. two 39" wide units, 77' long,
l5'-6" rise, angle 15o
Moves passengers over
the concourses
Moves people over
SkybridgesD&Fbetween
multilevel parkin g areas
and terminals
Used to load and unload
people from moving trams
Serves passengers between
terminal & departing/
arriving planes
Transports people between
bus terminal floors
1982 Unloading Platform, Slider
Bed System. one 60" wide unit, 59 -6" long,
angle 0o, 60 FPM
l98l SpeedrampSystem-Model500. two 39" wide units, 71'long,
l3'rise, angle l2o
1980 Load/UnloadPlatforms-Slider
Bed System
. three units, all angle 0o
. one 40" wide x 24'lonc
. one 70" wide x 53'lon!
Used to unload people
from movinc trams
Moved people & shopping
carts between floors in
retail store* *
Used to load & unload
people from continuously
movrnq noe
f Units where shopping carts are used
JB:Lists:Partial List SWSR Instaliationj Pagc 6
o
Date ofLocation Opening Description Remarks
1981 Speedramp System-Model500 Moves people & shopping
. two 39" wide units, 77' long, carts between floors in
retail store f
Moves people from
corner of Las Vegas Blvd.
to Dome Theater
Makro Self-Service
Largo,MD
wr 8308
Caesars Palace & Casino 1979
Las Vegas, NV
wI8050
Caesars Palace & Casino
Las Vegas, NV
wr7777
St. Mary's Hospital
Richmond, VA
wt7526
Hollywood Bowl
Los Angeles, CA
wr7482
St Louis Convention
Exhibition & Community
Center
w[7436
National Gallery of Art
Washington, DC
wr 7386
St. Louis Int'l Airport
St" Louis, MO
wI7385
Knotts Berry Farm
Buena Park, CA
wI7384
American Freedom Train
Foundation
New York, NY
TSC
13'rise, angle 12o
Speedramp System-Model 500
with canopy & raiJings
. two 39" wide units;
. one 320'long. one 195'long
1978 SpeedrampSystem-Model500
with canopy & railings
. two 39" wide uni*;
. one 249'long
. one 210'long
1977 SpeedrampSystem-Model500. two 39" wide units, 85'long'
17'rise, angle 12o
1977 Speedramp System-Model 500. one 39" wide unit, 130'long,
32'rise, angle 15o
1975 SpeedrampSystem-Model500
. two 39" wide units, 77 -3" long,
20'rise, angle 15"
1975 SpeedrampSystem-Model500
. two 39" wide units, 230' long,
2'-9" rise, angle 0o
1975 SpeedrampSystem-Model200. two 39" wide units, 60' Iong,
Il'-12'rise, angle 12o
1975 l,oad/UnloadPlatform-Slider. six72" wide units, 35'long,
angle 0o
l9'15 Speedramp System-Slider Bed. ten2'1" wide units, 64' long,
Moves people from
corner oflas Vegas Blvd.
& Dunes Road to casino
Connects two floors of
hospital
Conveys patrons to upPer
Ievel seating
Connects main entrance
'w'ith mezzanine
Connects court area to
nerv building
Connects lower level of
east terminal to upper
level
Used to load & unload
from a continuously
moving ride
Controlled pedestlian
traftic thru exhibit *
* Units where shopping carts are used
JB:Lists:Partial List S$'/SR Insrrllrtion r
angle 0o
Date ofLocation Opening Description Remarks
MayCompany
Mission Valley
San Diego, CA
TSC 288
Children's Hospital
National Medical Center
Washington, DC
TSC 170
1974 SpeedrampSystem-Model500
. one 39" wide unit, 58'long,
12'-1" rise, angle 12o
1974 Speedramp System-Slider Bed
. eight 39" wide units, 9'-6" rise,
angle 12o
. six units 45'-8" long
o two units 3l'-l0" long
Connects ground level &
mall level
Connecting all levels of
medical center
f Units where shopping carts are used
* Unis no longer in service
IB:Lists: Partial List SWiSR Instalirtioni P.rgc E
MODEL 500 SPEEDWALK@ and SPEEDRAMP@
PASSENGER CONVEYOR SPECIFICATIONS
1.0 GENERAL
Each Westmont passenger belt conveyor shall be a complete unit for horizontal
(Speedwalk@), ascending or descent (Speedramp@), passenger service. Each unit shall be
designed, manufactured and installed in accordance wi*r the standards set forth in the American
National Standard Salety Code for Elevatars. Escalators and Moving Walks ANSVASME
A17.1-1o81 including all revisions to date.
Each unit shall consist of a support structure, drive machinery, transversely rigid
rubber covered belt riding on ball bearing rollers outboard of the treadway, floating combs at
entry and exit ends, moving handrails, balusfades, pit covers, controls and safety devices.
Each passenger conveyor shall be fumished and installed as herein described.
1. 1 Slope and Rise
The unit is designed for a slope of from I to 12 degrees to suit a change in
elevation from 0 feet through 30 feet (0 to 9.1 m), or a maximum length of 500 feet (152.4 m)
at 0 degrees. Extended range shall be available upon application.
Speed
The unit shall operate quietly and smoothly at a belt speed of90 or 120 feet per
minute (.46 or.61 m/s).
1.3 Width
The exposed belt width shall be 27,39 or 48 inches (.7, 1 or 1.2 m). Extra
width shall be available upon application.
Capacity
The rated capacity shown is based on 2.25 square feet (.21 sq. m) per person.
Treadway Width
27 inches (0.7 m)
39 inches (1.0 m)
48 inches (1.2 m)
JB:SWSR lvlod 500
Treadrvay Speed FPM (m/s)
1,2
1.4
90 (.46)
5500
7800
9400
120 (.61)
07300 (people per hour)
10400 (people per houd
12500 (people per hour)
P.rgc I of 7
2,0 STJPPORT STRUCTURE
The support structure shall be designed to support a live load of 100 pounds per square
foot (485 kg/m2 of exposed treadway. The deflection of the structure at full live load shall not
exceed l/360 of the span between any two adjacent supports.
3.0 DRTVEMACHINERY
The drive machinery shall consist of a motor fumished with a gear reducer which shall
drive the common treadway and handrail pulley. The gear reducer shall be driven by a single
speed NEMA uBu AC motor and operate efficiently at rated capacity.
4.0 POWERREOIITREMENTS
The passenger conveyor shall be designed to operate with nominal 460 volt, 3 phase,
60 Hertz, alternating cunent supplied to the controller. Alternate power supplies (360 volt or
208 volt) can be used when available.
5.0 SAFETYBRAKE(AllUnits)
This brake is attached !o the drive motor and is active wbenever the motor stops. This
brake stops and holds the treadway stationary under full design loading.
6.0 BELT
The belt construction shall be transversely rigid and longitudinally flexible to make
possible a firm, resilient treadway surface.
6.1 Treadway Surface
The exposed surface of the belt shall be rubber covered with grooves running in
the direction of travel, so arranged to mesh with and be level with comb segments at the
entrance and exit landings. The belt splice shall be vulcanized in a manner which results in a
continuous unbroken treadway surface.
The color ofthe treadway surface shall be black.
6.2 Belt Support and Guidance System
JB:S\4?SR Ntod 500 Pl-r,: 2 of 7
6.2. I Treadway Sunport ( Straight Portion)
The sraight portion of the carrying run of the belt shall be supported only
at its outer edges by rollers with sealed bearings requiring no lubrication. The operation of the
belt and support system shall be smooth and silent at all loading conditions. Speedramp@ units
shall have an upper transition curve.
6.2.2 Treadwal Guidance
The belt shall be constrained from moving laterally beyond the limits of
the exposed treadway as defined by the vertical edges of the toe trim. The constraint shall
consist of guide rollers at intemals along each side of the treadway belt.
6.3 Belt Take-Up
A manually operated tensioning device shall be provided to control driving
tension. A dial indicator is provided to control driving tension. A dial indicator is provided to
give a continuous direct readout of belt tension.
7.O FLOATINCCOMBS
The entrance and exit ofeach passenger belt conveyor shall be equipped with a floating comb
assembly.
7.1 Construction
The floating comb shall consist of a guide way, pivot points and a plate which
carries replaceable comb segments arranged to move freely in a lateral direction and maintain
proper alignment with the grooved treadway surface.
7 .2 Safety Limits
Limit switches mounted at both terminals shall automatically stop the unit if belt
drift exceeds one inch in either direction. A limit switch actuated by the comb assembly shall
also stop the unit if the comb segments are raised above a pre-set limit.
JB:SWSR lvlod 500 Page 3 of 7
8.0 HANDRAITS
Two moving handrails shall be provided on each unit.Their color shall be black.
8.1 Construction
The handrail shall be construct€d of laminated canvas and rubber with a tension
member, all molded into a uniform cross-section and jointed in a manner to provide a
continuous, smooth rubber outer surface.
8.2 Drive
The handrail shall be driven by a lagged sheave mounted on the main drive pulley
and shall move at substantially the same speed as the moving treadway surface.
8.3 Support
The handrail shall be supported along its entire exposed length on guides which
extend at normal height for two feet (.61 m) beyond the ends of the exposed treadway. The
handrail guides shall retain the handrail in its given path and allow for smooth, uninterrupted
movemenL
9.0 BALUSTRADES
Balustrades shall be fumished with extended newels. Balustrades shall include base
trim, vertical panels and handrail trim.
9.1 Base Trim
The base trim shall be constructed of stainless steel, type 304 with a No. 4 satin
finish. The anodized color of the accent strips shall be silver gray.
9.2 Handrail Trim
The handrail trim shall consist of an aluminum extrusion. The color of the
anodized finish shall be silver gray.
9.3 Vertical Panels
The vertical panels shall be l/2 inch (12.1 mm) thick and constructed of clear,
tempered structural glass with satin edges. No mullions shall be used betrveen panels.
JB:StlTSR llod 500 Pu3.: -l o[ 7
IO.O LANDINGS ANDFLOORPLATES
Removable floor plates shall be provided at each end of the machine.
material on the floor plates shall be black flexco tile.
The finish floor
11.0 SAFETYANDCONTROLSYSTEM
Each unit shall include a control assembly, key-operated start switches, emergency stop
buttons, safety sensing devices and an annunciator.
11.1 Start-stonswitches
Key-operated starting switches shall be provided at entrance and exit landings of
each unit. Emergency stop buttons shall be provided in the same location. Once the unit is
stopped for any reason, the key-operated switch must be used to restart.
lI.2 Safetv Sensing Devices
The control panel shall be designed to respond to signals from all switches and
sensing devices to control the drive motor and brake. Sensing devices shall monitor belt
alignment, motor overload, floating comb position and handrail inlet guards. Lock-out stop
switches shall also be included to prevent starting during maintenance or service periods.
11.3 Emergency Joq Reverse
The emergency stop button shall function as ajog-reverse control whenever the
comb safety switch is tripped and the treadway is stopped. The reverse motion of the treadway
shall cease as soon as the button is released of the comb returns to normal oosition.
Il.4 Annunciator
An annunciator panel shall be provided to indicate, through a visual signal, which
of the switches or sensing devices has caused the unit to stop.
L2.O LTJBRICATION
All components requiring lubrication shall be accessible. All grease fittings shall be of a
common type and size.
IB:SWSR lvtod 500 Prrre 5 oi 7
13.0 PROTECTTVECOATING
All steel structure and ancillary steel shall receive one coat of shop primer. All shafting
and critically machined surfaces shall have a factory-supplied protective coating.
14.0 GUARANTEE
Westmont Industries shall guarantee all material and workmanship furnished by
'Westmont for a period of one year after date of acceptance of all work under this specification.
15.0 SPECIAL APPLICATIONS
l5.l Outdoor unis shall be provided with an aluminum canopy with either an
aluminum or Plexiglas cover.
L5.2 All unia inrcnded for use with shopping carts shall be supplied with special
guides at the entrance to each walkway. These guides ensure conect alignment of the cart in the
direction of travel.
16.0 WORKBYOTHERS
The purchaser shall be responsible for fumishing the following in compliance with all
Iocal and/or state regulations:
16. I Suitably prepared foundations to Westmont's drawings, including the supply and
setting of all foundation bolts, together with all cutting of or changes in floors, wall partitions or
ceilings, and all repairs which may be necessary in order to provide such foundations,
16.2 Well-dehned finished floor line elevation benchmarks at both the upper and lower
floors. These benchmarks are to be esublished prior to the setting of the machine frames and
structural steel.
16.3 All intermediate supports of adequate strength properly fabricated to satisfy
Westmont specifications.
16.4 All railings, as required, around wellways.
JB:SVSR lvlod 500 Plrc 6 r:f 7
16.5 Covering for the exterior of the passenger conveyor, including covering for main
support structure and soffit
16-6 Finishing and fairing in or floors around landings after the passenger conveyor
has been installed and all floor trays have been installed and leveled to customer's original
elevation mark.
16.7 Access panels or doors to the machinery pits and take-up areas of the passenger
conveyor, as may be required by layout conditions.
16.8 All other construction work as may be required for the support of the installation
and completion of the passenger conveyor.
16.9 Permanent electric service consisting of the following: nominal 2 phase, 60 Hz,
460 volt leads and grounds sized properly for motor horsepower indicated on Westmont general
arrangement drawings, conduit of proper size for the supply leads and a 3 phase disconnect
switch housed in a NEMA-approved enclosure to be located adjacent to the control assembly.
16.10 Temporary power, both 120 volt-single phase and 240 volt-3 phase, as required,
for splicing of belts, welding and drilling machinery and testing and adjustin.e the equipment.
16.11 Single phase, 120V, 60 Hz lighting circuit, including combination receptacle and
convenience circuits in each machinery pit.
16. 12 Temporary lighting service during all hours that Westmont men are working on
the site.
16.13 Suitable weather-protected storage area for machinery received at
prior to and during installation period.
project site
JB:SWSR lvlod 500 Prge 7 of 7
TOP OF HAI.]DRAIL
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RECOMMENDED WHEEL
"Wanzl German Type 3" - 2 disc's I brake
Creative Wire
2370 South Sheridan Way
Mississauga, Ontario Canada
L5J2M4
Phone: (905) 823-8851
Fax: (905) 823-0161
Peter Bodnaruk - Wanzl Representative
"Speedramp Brake Wheel" - 3 disc's 2 brakes
The Peggs Company, Inc.
4851 Felspar
Riverside, CA
92509
Phone : (909) 360-9170
Fax : (800) 360-9186
Chris Nelson - Vice President
or
Wanzl Type 3
I
I
I
Recommended Shopping Cart Wheel
(ec.omm cn&cL ShoPgrnl
Carl w hc,r,l
" ?%3" "
WESTMONT INDUSTRIES
SPEEDWALK / SPEEDRAMP
MODEL 5OO - BELT TYPE SYSTEM
OVERVIEW
W.ith more people shopping, traveling and sightseeing pedestrian movement has become
cntlcal to the success of businesses. Crowded corridors can result in planes missed and
purchases unmade due to the difficulty of getting from one point to another. If pedestrian
movement is crucial for the success of your business the Sp6edwalk/Speedramp-system is
the solution t_o your pedestrian traffic jims. The SpeedwilVspeedramp Systems enables
you to move large crowds over short or long distances within a fimited sface.
PY maintaining a continuous flow of passengers, Speedwalk/Speedramp sysrems can
eliminate congestion and potential accident situations.
-
The smootir, uninterrufted florv of
passengers - at_speeds of90 to 140 feet per minute - provides the control necessary to keep
pedestrian traffic moving effectively.
S.peedwalk/Speedramp units cost less to operate than pallet type moving walkways. The
simplicity of a design with relatively few moving pard helps;;duce mrintenance-cosrs in
comparison to other methods.
The first Speedwalk/Spcedramp systems were installed during the early 1950's. Several of
these units are still inservice atihis time. Locations such"as: Disireyland, cA ; walt
Disney. world, FL; EPCor, FL; caesar's Palace, NV; o'Hare Internarional Airport, IL;
san Diego zoo; CAl' all have benefited from the use of the wesrmont Industries
Speedramp/Speedu alk Systems. In these and other installations throu-ehout the country,
indoors.and out, speedwaluSpeedramp systems have compiled an oustanding record of
low-maintenance, trouble-free performance and durabilitv. -
APPEARANCE: FORI\,I & FUNCTION
Sl;ct:d*'allJSpc-c'dramp units arc of modular construction, coordinated tor compatibilitl
rvith any'dL'cor. )'ou can choose from a selcction of many different colors and clesicn
combinations that will complcment their surroundin-cs, indoors or out. Belts can Ee,
procured in any rvidth up to 72" and have an overall length to 500' or more. Each
installation can bc tailored to enhancc its architectural environment. Artistic freedom and a
widc color choice are some of the important advantages of SpeedivalVspeedramp systems.
Westmont Indu-stries passengcr conveying systcmi ale designed and builr to mlct thc
rcquirements of moving largc numbers of peoplc - efficiently, safell. ancl at the lowest
pos.sible cost. And because esthetic considcration is given to creating a si'stem plca.sing to
the eye as rvell as the feet, these units reprcscnt a compatible union oiform and functionl
The Engincerin-l Department at Westmont Industrics has accumulatcd vears of experiencc
in.soh'ing the problems of movin.r pcoplc. Sincc the'se prt-'diclmtnr-i arc nelrly alway'.s
relatcd to a.spccific cnvironmcntal situation, Wc.stmont recommcnds early liaison rvith
planncrs, architect.s or contractors in ordel to determine the most nfactical soiution. Atic'r'athorough revierv crf physical requirements and the traffic iircumsrances involvecl.
Wcstmont Industrics rvill plovide recommendations for each in.stalhtion.
DURABLE: LOWER MAINTENANCE COSTS
westmont's experience of more than 40 years in conveyor technology has been
instrumental in ihe success of Speedwalk/Sp6edramp installalions. This eilierience has
produced pedes-trian transport systems that ofler simplicity of design and op-eration, plus
Iong, dependable service and exceptionally low maintenance requirements. Actual cost
comparisons have shown maintenance expenses to be far less than those for pallet type
moving walks.
Routine maintenance is simplilied because of fewer moving parts, little sliding friction and
no metal-to-metal wear of chains or treads. Easy access to ali components is provided, and
th9 few. grease.fittings employed are standardized to make periodic adjustments and
lubrication as simple as possible. Should any malfunction oicur, a visual annunciator
panel pinpoints the trouble area immediately. In short, you can be assured of less
maintenance than with any other competitive device.
Westmont Industries maintains a full inventory of replacement parts that are readily
available to-handle any emergency promptly. Some operators choose to maintain th!
equipment themselves, while others seleci full or partiai maintenance contracts. Either
way, the durability of Spcedwalk/Speedramp units,-and the wide availability of palts will
mean less downtime and ferver headaches.
Speedwalk/Speedramp units are engineered for safety and convenience. The grooved
riding surface is a continuously movin-e rubber belt thai has no rising stair tread, mating ir
easy for virtually anyone to ride. Entrance and exit plates are levefrvith the belt surfaie,
prwiding a completcly safe transition. Only a belt tyire sysrem providc.s a rruly level entry
and exit surface. A "tloating comb" permits any obje-t on the bilt surf'ace to ride ofi at thl
exit point. Should anything bccomc caught bcncath the comb plate, the bclt stops
automatically. The.sc safetv fcatures arc especially important lbr pa.ssen,lr'rs burdcned u,ith
packages or.lu-lgage. SpecdwalUspeedramp syitcm! eliminatc ihc poftnrialll' hazaldous
scis:;ors-action of mctal steps, so thcre aic no sharp mol'ing ed-qc-s to ciusc in.jurl .
Passc-ngers nec_d not hcsitate upon cnrr)' or exit; or-.iudge tlicir ;timin-q" to position
themselvcs safely on the bclt.
The _bc^lts con.sist of a 4-ply stcel reinforccd rubber matcrial rvhich is designecl to last ove r
ten (10) year.s. Should an area on thc belt becomc accidentally drmaced (such as cuts.
rtsr.rlli,t' causecl hy r undaitzing) it can casill hc' rcpairccl.
The rubber belt's narow-grooved surthcc has been designed to proviclc a grippin-r trlction
surface t'or casy' boardin-s, standing and r,r'alking. - And thc mor.inll Lindlails are
synchronized ri'ith thc spccd of the bclt, so thcrc i.s ncvcr a prohlcm rnaint.iining a scctlre
stance during thc ride..
One tneas'-tre of Speedrvalvspeedramp passenger conveying system versatility is the
inherent nature of the rubber b6tt, provi^Oiirg uniq'ue advantigei for outdoor operations to
a-nd from parking lots. The grooved rubber surface is selfclEaning and is not-affected by
the weather. This eliminates the problem of snow or mud build-up making the belr
virtually i_mpe-rvious to the effects of rain, snow, salt and grease. The speclal rubber
compound is fire resistant and won't rust, corrode or rot when exposed to the extremes of
heat and cold. It is not affected by ozone and is highly resistant io abrasion and cleaning
solven ts.
The gentle slope and non-shearing surface of Speedramp systems also offer several
advantaggs over conventional systems. Passengeri save time iince they can walk on the
po-1ing belt.- In addition, shopping carts can be transported with liule effort. The
inclination of Shopping cart Speedramps can range from0 degrees to l0 degrees safely.
However, we recommend that 0 to 8 degrees is optimum for use with shopping carts. For
Shopping Carts the belt and wheel relationship is a crucial element to rhe suicess of our
Speedramps. Our experience shows rhat a
-Type 3 Wanzl wheel works best in this
application. This wheel has two moving disc's with a stationery disc in the center rvhich
acts as a brake. Both outside disc's fit within the crooves of the belt and the middle
sta.tionery disc acts as a brake on top of the belt. Ii addition, *'e install shopping cart
guides located at the entrance ofeach ramp, this aligns the cart onto the belt and ailows the
wheels to become lodged in the belt upon entering. When exiting, the wheel meets the
comb teeth and glides over the comb segments allowing it to run on the landing floor
surlace.
Thcse are a few of the desirable features that have made Sneedwalks/SoeedramD systems
today's safest form of continuous pedestrian transportati6n - horizontal or veitiial. In
airports, shopping centers, sports arenas, zoos and amusement parks - these systems havc
established the validity of controlled movement for volume pedestrian trattrc.
GENERAL SPECIFICATIONS
Each Westmont Speedwalk or Spccdramp passenger bclt convcyor is a sclf containcd
porvercd belt typc unit capable of opcrating undcr full design loacl for ascending or
descending passen-qer service. Each unit is designed, manufactured, and instaltecl in
accordance rvith thc standards sct forth in thc American National Standard Safcty Codc for
Eievators, Dumbrvaiters, Escalarors and Moving walks, ANSI A17.1 - lg90 includin-s all
revisions to date.
Each unit consists of a support strucr.ure, drivc machincry, transvcrsely rigid rrrbber
co'"'ered belt riding crn ball bearing rollt-'rs outboard of thc trcadrvay, floatin-s combs at entry
and exit ends, moving handrails, insidc balustrades rvith stainliss stecl trim and decki,
controls, safcty dcvices and ali other part.s rcquircd to providc a completc passengcr
convcyor.
For complc'tc spccifications coverin,l supply and installation of Spccdramp or Spc-cdwalk
systcms. colrtact \Yestmont Industries, 10805 S. Painter Avenuc, Santr Fe Springs, CA
90670, (310) 9-14-6137 or Fax (310) 916-5299 Attcnrion: Carric L. \tor-'r'
o
\ntphs # 281
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AlWeslmont,
we take pride in
our abality to
develope new
solutions to
tradilional
problems.
BuyLine 5267
WESITNONI
I]IDU
SPEEDWAIK / SPEEDRITUIP
Possenger
Conveying
Syslems
AboutThc Company
For nearly half a century,
Westmont Industries has
been a woddwide leader in
the design, labrication and
installation of superior quality
conve)or syslems. Operating
f rom state-of-the-arl facilities
in Santa Fe Springs (Los
Angeles) Califomia, the
Westmont leam of experts is
dedicated to solving todafs
people-moving problems
Regardless of the scope of
your proiect, il it involves
people movement, Westmont
stands ready to wo* wilh you
to design exaclly lhe right
system lo fit your specilic
requiremenls.
The syslems are available in
two basic design
confi gurations-.SPEEDWALKS
for horizontal applicalions and
SPEEDBAMPS lor incline
applicalions, or in a combination
of both in a single unil.
Westmont systems are
completely self-conlained and
are designed to move people
quickly and safely in a controlled
manner between two points on
lhe same elevation or between
two different levels. The units
are buill on a reliable belt- pulley
principle that permils a smooth,
unbroken headway surface in
virtualty any environment. A
unique'floating comb' design
permits bolh pedestrians and
shopping carts lo move
smoothly and easily on and off
the belt surface.
A pallel treadway design is
available for applications where
pedestrian comfort is the
primary concem. A precisitm
chain and sprocket arrangement
combines with pallels to provide
a firm yet smooth running
surface.
Ca.e Pah.ellas V.got
\,,t(,,,,-_.{rU,il !
Nalianal CdLry of Aris
State-Of-The.Art Contml Svstems
Westmonl control syslems
also ref lect a leadership
position. Advanced computer
lechnology places power and
control within easy reach. The
solid state controller is the heart
ol each Westmont electrical
system. lt responds on
command to starl and stop.
Safety limit switches
,--ll
14320MES
Buyline 5267
t\ -r tn-
{Jtl}id)
6 -r0 tn(t09lm)
0?l9m)
t-l- lt{1/2'
5PTIDRAMP TLEVAIION
/.ia !l{
sPtioY/ArK ttfvAllou
27', 39' or 48' Treadway-30!0" Lift-Std.
O'firu 12" Anglesm"o' tltarimum Len$h (SPEEDWALK ONLY)
One Dkection-lilome'rtary Reversin g
odve Train-ilotor, Gear Reduclion tinit
Manual Take-Up with Tension Indilalor
Moving Handrail-Bolh Sides
Treadway Sudace-Transvecely Bigid Eelt
Treadway Support-Edge Ro lers
UD0€r Horizonlal Transition-2010' Radius
FIoatirE ComtsBolh Ends
Emergency Stop ButtonsKey Strarl
Annunciator-lor Satey D€vices
continuously monitor each
mechanical sub-system and are
designed to immediately shut
down the system in the event ot
a mechanical emergency. For
rapid diagnostics and correction,
annunciators indicate which limit
switch has been actuated
Westmont design and
engineering slalfs work
closely with architects
and contractors around
the world to develop the
system which is exactly
right lor each individual
application.
I) HANDRAIL SAFETY SIVITCH
2} EI'ERGENCY STOP BUTTON
CO SOTE WIIH WARNING BI'ZER
3) COIIIB PLAIE SAFTTY SWTTCH
4) BELI AUGNMET'rT SWrCH
5) KEY SW]TCH
6) Ar'rt{ul{crAToB
4 COMB PLA1E
a-c ('21cM)
-l
ttr Vr --+-"*r--l
tja VtllTlM)
ftrl'-i"l
f
{-t(]]4.n)NNDFATclPs -.
Hollywood Rovl
Westmont is Droud of its
reputalion as a producer oJ one
of the world's safest passenger
conveying systems, a position
eamed and maintained through
on-going R&D aimed at crealing
leading-edge safety technology.
Westmont systems meet or
exceed national and local safetv
codes. Enclosed baluslnades
and synchronized moving hand
rails create an envelope of safeg
lor passengers. Westmont
developed a special system
permitting the safe movement of
both pedestrians and shopping
carls on the same walk way.
Materials and Finishes
Both SPEEDWALKS and
SPEEDRAMPS are avaihble in
a wide variety of balustrade
materials and finishes.
Traditional styles include an all
stainless sleel linish. For
maximum visibility to the
sunounding environmenl, cleal
tempered glass is employed in
the balustrade, while struclural
depth is kept to a minimum.
Custom finishes, colors and
canopies are also available.
Experience, innovation and
leadership - these are lhe
elements contained in every
Westmont system. We look
fonrard to discussing your
people moving problems and
uorking witr you to adtieve
exactly the right system for your
application.
Airporls Zoos
Roihroy Slctrnr tuserm
Subwrys lxhibition Holls
Hospllols funusemcnt Pc*r
Sprts &enor
Shopping tdr
Deporlrnenl Stores
Bewrl! Ce\tcr
WESTMONT
]NDUSTR!trS
10805 S. Painter Avenue
Santa Fe Springs, Califomia 90670
213-72 4186 (Los Angetes Area)
FAX: 310-94.&5299
PRINTEO IN U SA,
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il N LAS VEGAS, long known as the "city of bright lights and high rollers"I and "the town that never sleeps," Caesars Palace is one of the most famousI establishments, Situated at the heart of The Strip, Caesars is ideally posi-
tioned to draw a legion of people. However, whereas many of the other casinos
have entrances fronting right on Las Vegas Boulevard, Caesars is set back
300-400 ft (91,4 m). With far too many people reluctant to trek that distance in
the searing heat of the Nevada desert, Caesars' management sought a way
to entice customers into the entertainment palace; it gambled on a new applica-
tion of an emerging technology, the moving sidewalk. continued ovartaar
December 92/ Elevator Wo d
o
MOVING
SIDEWALKS
PROLIFERATE
IN LAS VEGAS
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December 92/Elevator World
The first installation in 1978 con-
sisted ol two Westmont units leading
from the corner of Dunes Road and
Las Vegas Boulevard to the casino
entrance. Attracted to a large Roman-
style rolunda with Greek statues,
patrons step onlo the tirst Speedwalk
which carries them away at 120 fpm
(.61 mps). Traversing five slope changes
from an initial inclination of 8.5o, the
conveying syslem moves people over
40-ft (12.2-m) spans, between Roman
column supports, toward the casino
entrance. An intermediate landing on
a raised circular deck offers visitors a
view ol the spectacular fountains and
gardens in front of the Palace. Continu-
ing on the second moving walkway,
passengers are finally deposited at
the doors leading to the hotel lobby
and casino.
Once the initial success of the first
two personnel conveyers was estab-
lished Caesars quickly ordored two ad-
dilional units in 19/9. These were incor-
porated into the primary pedestrian
entrance directly in front of the hotel.
Visitors walk up a magnificent s€t of
marble and golden stairs to where a
statue of Caesar welcomes lhem to his
palace. Just about any time of day (or
night) tourists may be seen filming this
landmark on the Las Vegas Strip.
Visitors are drawn into the vestibule
where the moving walkway begins. With
mounds of lewels, tr€asure and holo-
graphic imag€s on each side of the
conveying system, crowds naturally
step on board and are inexorably trans-
ported toward the casino.
Along the way, a sound system wired
into the lighted aluminum canopy tells
new arrivals of the opportunities for
great wealth awailing inside! These
canopies are an integral part of the
Speedwalks, designed and built specif-
ically for the application by Westmont.
They provide protection from the ele-
ments, which vary lrom below-freez-
ing temperatures in winter to 1150
in summer.
Caesars' trained statf has main-
tained these moving walkways in 24-
hour operation with a minimum of
down time since their installation. When
the walks do not operate people and
money do not flow in, making shut-
downs intolerable to the casino man-
agers. The moving walk performance
had been so successtul, even operat-
ing in the harsh outdoor environment,
that Caesars again contacted West-
mont when additional units were needed
to access the new Mirage Hotel.
By late May of 1989, the Mirage was
well under construction and scheduled
for completion in November. With its
location on Caesars' north property
line, a serious problem was posed in
drawing customers in from the slreet.
However, Caesars' new plan called for
five Speedwalks totaling 1,100 linear ft
(and 800 ft of canopy) leading from
the north property line to the Olympic
casino. With all work being carried out
under a tight schedule it was essen-
tially a design-as-you-build project.
Even with numerous changes and modi-
lications the project remained on sched-
ule and the first customers rode the
newest moving sidewalks in November'of 1989, barely\ n - six months afterF_-'- the project began.
-
A major change occurred wh€n the
tread width of the two side-by-side
units in the entrance temple needed to
be reduced from 39 to 33 in. (991 to
838 mm). This was the greatest width
that would tit between the templ€ col-
umns. The flexibility of a belt-type
system allowed this accommodation,
widths anywhere between 27 and 60
in. (686 and 1524 mm) being possible.
Nowhere in the world are so many
people efficiently eldracted from a
major thoroughfare and etfortlessly
moved hundreds of feet to be depos-
ited in mint-fresh condition where they
can just as etfortlessly be separated
from their money.
9 Once this is accomplished they' walk back to the street !s=/. ... Witliam C. Sturgeon
December 9A Hevatot World
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DEVELOPMENTTOWN OF VAII,
75 S. FRONTAGE ROAD
vArL, co 8L65'l
97 0-47 9-2L38
DEPARTMENT OF COMMUNITY
NOTE: THIS PERMIT MUST BE POSTED
NEW COMM BUILDING PERMIT
Job Addressl. 2099 N FRONTAGE RD WEST
Location... : VAIL COMMONS
Parce1 No.. : 2103-114-15-013
APPLTCANT crTY MARKEf, INC.
P.O. BOX ?29, GRAND JUNCTTON' CO 81502
CONbRACTOR CITY MARKET, INC.
P.O. BOX ?29, GRAND JUNCTTON' CO 81502
OWNER TOWN OF VAIL
75 S FRONTAGE RD W' VArL co 8165?
Description:penxrnb GARAGE/SUPERMARKET/RESTDENTTAL-18 UNITS
occupancy TyPe actor Sq' Feet Valuation
srores z6ire 1 rr-lHR & V-1HR 40'30 lS,lsl l'|s-l t925'90
pubtic Garages Zone 1 I-FR t II-FR 39.60 79 ,069 3,131 ,L32 '40
schools zone I rr-lHi & rrr-lH 64 '70 2,7 68 179 ' 089 ' 60
Apartment Houses zone l rrr-inn & rrr-N 70.80 13,784 975,907.2O
Subtotal; 174,974 7,4841055'10
Table Date: 06/20 /:-gg5 Total Val,uation z 7, 484 ' 055 ' l'0
ON JOBSITE AT ALL TIMES
Perrnit #: 896-0014
Valuation:L2,788 ,
-
Applied. . z n2/$/t996
riiued. ..3 05/08/Lee6
Expires..: Lt/04/1996
Phone: 970'24L-0750
Phone t 970-24t-0754
Bui tdi ng--->
Ptan check--->
Investigst i on>
Ui tt cal. t---->
39,707 .W
?s,w.55
3.00
Ptan Revi eH-->
Rccreation Fee---------->
cl.ean-Up Deposit------->
Tota f, catcutated Fres--> 162,924.55
Additional' Fees--+> '00
Tota l, Pernit Fee------> 162,924 '55Payments-------) 1?'!29'9.5-
.00
5m.00
95,905.00
1,000.00 > 130,727.&
tace Infornation:
Ite.m: 05100 BUILDING DEPARTMqN!- -- Dgp!-: BUILDING Division:
6r7ii /bA6-DAN--- -- -AEEion, tlgtg cnucK FELDMANN
oE',/d6'/1996 eHUCX Action: APPR h? ir^,?ri., ni.,i ai a.n.65'/48'/1996 cHUcK Action: APBR
It'ern:' O54OO PLANNING DEPARTME-NI- -- Depts PLANNING Division:
it|-t ib t ti 6 a- Dirfr'- -' --' -AcE i6ii ;
-
NQ!-E ANDY KNUDTSEN
??T?"1,4nueu8o^$?X" orntfiFfrffti T:i :i - ------Dept: FrRE Division:
8Z7,I21I'E'E-BB$;^--- t:Eist : ilgFR HIIE H8$RRTTENT ARFR.'A! -iiret;, ossoo-FtrFrrfc wijnrF--- _____ ^. - -- Dept: PUB woRK Divlsron:
'oZ-/Ib /7t96-DAN---- "A-Ctlon: N9TE GREG HAI,L
oa'/6-6'/7996 enucx Action: NolP -66'/oi)r1tt6 iEnnt u ;iciloni Atqn FoorrNGS oNLY:
rtbm:' os?oo ENVTRoNMENTA! HEALTH -ii;pt: ug}-LTH Pivig+gB!iE;iii, o5ioo i,ioodn Dept: qIEBS---- P+v+s+9lt:ir;iii: 05600 Nt^teeoc couNcIL oF G9yERNMENTS Dept: BUILDING Dlvrsaon:
See page 2 of this Docurnent for any conditions that nay apply to thiE permit'
D E CLARAT I ON S
I hereby acknoul,edge that I havc read this appl,'ication, f il,l,ed out in ful't thr infonnation required, conpteted an accuratc ptot
ptan, and stste that att thc iniorrnation providcd "..iqririo-i" ior...t. I agree to compl'y iith the infornation and ptot ptan'
to compty |Jith a1, Tovn ordinances and srate lavs, and to buitd this structure according io'the Tovn's zoning and subdivision
o
fO:l
METJToRANDUM
Bob McLaurin, Town Manager
Susan Connelly, Director ol Community Development
Dan Stanek, Building Official
Greg Hall, Town Engineer
Suzinne Silverthorne, Public lnformation Officer
John Caldwell' Director ol Real Estate
Ken Wentnrorth, Project Manager
FROM: .Andy Knudtsen, Senior Housing Policy Planner
DATE: January4, 1996
SUBJECT: Sequence of Building Permit and Schedule for the City Market Grocery Store
t.
Staff has worked out the following schedule with Mark Donaldson's otfice regarding the
commercial constnrcto;. nfproiat from CDOi must be secured prior to issuance of any permit'
The time line for residenfiat i'ermits has not been identilied at this time, but the Town.believes
that ground breatdng should occur for the housing component 9Llhe qroje.ct prior.to the
commercial. Details on the residential construction schedule will be developed shortly'
Please give me acall if you have any questions about the dates below,
Grading termit
Sr6mitted bY - January 1sth
lestred by - FebruarY 1st
Reouired submittal material: site plan showing area oJ excavation, erosion control,
ffi,accessp|ans,eitimateforreiurningSitetocUrrent
catditions, comptet6O developer agreement, bond for 125V. of estimate.
Building Permit
. $frmitted by - FebruarY 15th
lssued by - APril 1st
Required submittal material: footing and foundation design stamPedLcY an - ^-oerqineer, architectural drawings at the level that they were approveo Dy Ine u1.to
orgreater, a non-itructural plain showing the layout of the interior ol the grocEry
-. stffe, srrrctur"t d-ra*ints ot tne *atts a-nO Oou6te T's to be placed on lhe roof of
' tfe grocery store and parking garage stamped by an engineer'
Miscellac!.eous Follow-u p Permits
Mechanical, Electrical and Plumbing. Each of these must also be stamped by the
apwopriate engineers. They will belubmitted at a future time during the . .
cmstruction pr-ocess and will be reviewed by the Town in the order in which they
are! submilted.
il.
il1.
February 16, 1996
Dan Stanek, Cbief Fuilding Qffioial
Town of Vail Departnent of Community Devclopment
75 South Frontage Road
Vail. Colorado 81657
Re: Vail Commons Staging Plan
Dear Dan;
we have reviewed the plans submitted for the staging plan and the major
cxcavation permit for the Vail Commons.
As a result of the review, we have scheduled a meeting with upper Eaglc valley
Water for 9 A.M. on Tuesday, 2120196, at their officc'
While wc do not see any reason thc excavation permit cannot be issued, there are
some concems with the utility plan, specifically the fire hydrants and water mains.
Apparently they have failed iolncludc the required fire hydrants in the new locations and
havc instea{ cicctcd to try and usc cxisting locations, rclocate thc rcquircd hydrants to
alternative locations, and ielectcd altematc means of looping the water mains that lcave us
with 50 + feet of a dead end main. We are not agreeing to this design until wc meet with
the Water District.
The street plans do not show any ofthe f,ue hydrants and the detail on page l0
does not show the required clearance, heighl andrelated detail required by the VFD and
UEVW&S. The hydrants details must also be approved by UEWV&S'
In addition, the plans we received do not show thc emergency access/egress on the
north side at Chamonix nor the approved rcconfiguration of the access into Vail das
Schone, As submitted, we can1lot get to the west or north side of Vail das Schone nor
past the drive up bank window to even access the South side ofthe shopping center.
I
VAJL CQMMONS SITE PLAN REVIEW
PAGE 2
All of the issues were a result of the combined efforts of Planning Building, Fire'
and Public Works input and have been commuuicated to and ageedupon by the architect'
but are not reflected-on the plans. We will enter these notes into Sierra and will probably
put a hotd on the construction permit until these issues are rcsolved.
I trust the architect and the developer will want to move on these issues soon'
Please call us ifyou have additional questions or concerns'
Sinccrely,
Michael McGcc
Fire Marshal
cc: Andy Knudtsen
Greg Hall
KenWentworth
file
,------
FEE-15-1996 15:3E
TOWN OFV,4IL
42 lVest Mctdov Drive
Veil, Colorado tl617
30r-479-22r0
UF
o
IL FIRE DEFT,9?E 4?9 2L7b P.ES
Vail Firc Dtpdrtmnt
February 16, 1996
Dan Stanek, Chief Building Official
Town of Vsil Building Department
75 South Frontage Road
Vail, Colorado 81657
Re: Pernrit Application for City Market 896-0014
Dear Dan;
We have reviewed the plans submittcd with the pcrrnit application for the City
Market Store # 146 and the parking structure. Please refer to the comments regarding the
excavation pernrit application, which predates and scrves as a prcrequisite set of
conditions to the building pcrmits for the actual structurcs,
Streer Sl ancl SIP, under Section l. LiveLoads, rclbrcncesl'1S20 axle loadsbut
then notes a 250 DSF (reducible uncler UBC 2306). In the list of design loads, we fail to
see the 350 PSF live loacl fqr fire trucks or the point loads for outriggers on the ladder
trucks. Thc Fire f)epartrnent is requesting a letter from a registeretl Professional
Engineer, specilically acldressing thc Irire l)epartnrent's vehicle loads, Such letter should
bear an original wet stamP.
The plans subnrittcd did not include any rnechanical or electrioal plans, both of
which rve need beforc we can epprove the issuance of a permit for construction of the
structures. Mechanical ventilatioir, fire sprinkler plans, fire alarm plans" em€rgency Power'
ern€rgency egress lighting suitable for a basement, should be itrcluded. If rhey clect to
pro.i I uirdlr "fast trackr' rules, wc would not p€rmit the work to extend beyond franring
without thc nrissing information.
Please atlvise us as to your decision and actions on this matter.
Sincerely,
e&-,/int ii-"--.__"...- -
Michael McGee
Fire Marshal
TOTfiL P,A5
WES'TMONT IR$EUSTRItrS
TO: Town of Vail
75 S. Frontage
Vail, CO 81657
Kroger Grocery
Vail, CO
ATTENTION: Mr. Dan Stanik
970479-2138
SUBJECT:Approval, permits of Shopping Cart Speedramps
We are enclosing the following:
One (l) set of the following:
Company Brochures, Literature, color pictures of installations, wheel pictures,
I-ayout drawings, installation video
Note: I am submitting these for you to get a feel to what the future application will look
like and if you have :rny questions in regards to them prior to our fabrication.
The General Contractor would like to give us a contract, however, Westmont
woutd like to make sure this concept will be approved by the State of Colorado
prior to the installation and inspection.
CC: NW CO Council of Governments. Krank Kilian
Remarla:
( ) For your approval and/or conections
(X) For your use
) Prepare quotation in breakdown form and retum ( ) copies
) Retum with your comments
) Approved for use on project subject to contract rcquirements and errors, omissions or corrections as noted.
) Revise and resubmit
WESTMONT INDUSTRIES
TURNKEY MECHANICAL CONSTRUCTIO}I
DATE
CONTRACT
JOB
l,OCATION
Express Mail
May 14,1996
A/l
l,anu.-L.vY\ orutY
Carrie L. Morey - U
Sales Representative
CM:rg
10805 PATNTER AVE., SANTA FE SPRTNGS (LOS ANGELES), CA 90670 . (310) 944€137 . (213) 23.3186 . (71a) 708-3002 . FAX (310) 946€299
Vail, Colorado
Denrer, Colorado
Monroe & Newell
Enginecrs, Inc.
May 30. I996
Victor Mark Donaldson Architects. P.C.
PO Box 5300
Avon, CO 81620
Attn: Mr. Andrew.Bober
Re: Vail Cornmons Store and Parking(Monroe & Newell #3016)
Gentlemen:
The design live load specified for both the roofofthe store and the upper level of the
parking deck is the greater ofHS 20 highway bridge loading or 250 pounds per square
foot.
One rrason that these loads were specified was anticipation of fire trucks on both of the
structures.
If you have any questions or comments, please call.
Very truly yorirs.
MONROE & NEWI][,I, HNGINIIERS. INC.
lH
jtr]ill
AY311996re
O04tl E. Bcaver Creek Blvd. r Sr.rite 301 o P. O. tlox 1597 r Avon. Colorado tl1620 r (3O3) 949-776a o FAX (3O3) 949 4054
Peter Monrbe, P.[i.
303t949-5200
FlJJg49-5205
ARCHITEOURE . PLANNING .
VICTOR MARK DONALDSON ARCHITECTS, P.C.
INTERIORS Dox 5300. Avon, Colorodo 81620
June 3, 1996
Mr. Chuck Feldman
Building Inspector/Plans Examiner
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado, 81657
Re: City Market Store No. 142
Vail Commons Village
Vail, Colorado
Building Permit No. 896-0014
Dear Chuck:
In accordance with the CONDfIIONS as of 5-9-96 of the above Building Permit, we have
responded as follows, (items follow the description as outlined in the conditions):
l. We have enclosed three (3) sets Mechanical, Plumbing and Electrical drawings for the above
project (Retail Store & Parking Structure), signed and sealed for Completion of the Building
Permit.
2. The final construction drawings issued for permit to your office has indicated a 90 min. steel
fire shutter at the sliding glass doors between the parking structure and the store at the Lower
Level. Shop drawings of these doors will be submitted to your offrce upon submittal to our
office.
3. Sprinkler plans will be submitted to your office upon submittal to our office.
4. The minor architecture revisions to the design have been made, and are a part of the final
building permit drawings submitted to your o{fice.
5. Attached a copy of a letter from Mr. Peter Monroe. P.E. of Monroe & Newell Engineers,
Inc., dated May 30, 1996.
Mr. ChuckFeldman
June 3, 1996
Page2
6. The constuction drawings submitted comply with all Federal and State Accessibility
Regulations to the best of our knowledge.
Ifyou have any further questions, please do not hesitate to call.
Sincerely,
VICJTQR MARK IX)NALDSON AR,CHITECTS, P.C.
Andrew A. Bober, AIA
Director of Architecture
Merlin Schreiner
John Catdwell
Jana Bingham
,tl
riI
i{ii1[,i'
',i,]
i tr
June 20. 1996 ,.Litl
City Market Food and Pharmacy
P.O. Box 729
Grand Junction, CO 81502
Subject: Footing Foundation Alternative
Vail Commons Village
Vail, Colorado
Job No. GS-1748
Because of difficult drilling conditions the progress of pier installation is not
meeting schedule expectations. You requested evaluation of the use of a footing
toundation alternative for portions of the new city Market Food and pharmacy
struclure being constructed in vail, Colorado. This change would result in a mixed
foundation wiihin this part of the structure. Footings are certainly a possible
alternative with the ptimary concern being different settlement characteristics lor the
two foundation types.
Mass site excavation has been compleled. Excavation depths were between
5 feet and 16 teet into native silty to sandy gravels with cobbles and boulders.
Excavations afterthe completion of mass grading have penetrated g to 12 teet of
gravels with cobbles and boulders underlain by sandstone bedrock. Footings would
be supported by the dense gravel. Piers that have been installed are supported by
sandstone bedrock.
walls will be pre-cast concrete wall panels. A pre-cast twin-tee roof system
will be placed on pre-cast concrete beams. column loads range from 9'l kips to s79
kips. Perimeter wall column loads are generally 350 to 450 kips. The largest loads
are in the area of the dock lrom the parking structure to the city Market store.
The struclure can be founded with a combination foundation of footings on
the natural gravels and designed for a maximum soil pressure of g,000 psf and piers
on the sandstone. we estimate total settlements will range up to 1-inch for the
footings with pier movemenl expected in the range of 1/4 to 1/2 inch. Footings
would be square pads sized belween 5leet x 5leet and g feet x g feet, Because of
the varied thickness of gravel between the footing bottom and sandstone bedrock
surface, and the varied looting pad sizes, differential settlements will occur between
individual footings and between footings vs. pier supported areas. we anticipate
differential settlement between footing pads to be 3/4 inch or less. However. therewill be initial settlement and secondary settlement because ol the required
construclion sequence.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
it34 c{ NIFR t)RtVE I Gt LNW(X)|) Sf)ntN(tS. c()t ()nn t)() lJ160t r {{l/o) 945 2t}o9
The construction sequence is to build the pre-cast slruclure with a topping
slab above the twin tee roof panels this year. The snow will be removed and an
approximately 2 feet thick layer of soil placed on the topping slab in the spring of
1997. Construction of a day care building and several affordable housing buildings
on the structure roof will likely commence in the summer to fall ol 1997 and be
completed in 1998. The phased construction will result in loads on columns and
resultant settlement occurring in several time intervals. Staggered loading of
columns will occur during and after the completion ol the store interior and while the
store is operating. The placing ol the soil layer will produce a uniform load of
approximately 250 psf. Settlements of 1/ -inch to 1/2-inch may occur when the soil
load is applied. Because of the granular soils, most of the movement will occur
shortly after or during load application.
To mitigate damage from differential movement directly adiacent to the
columns and remainder of the lloor slab we suggest that concrete adjacent to the
columns not be placed until after placement of the soil layer. lt is fairly normal to
leave a diamond at each column when placing the floor. We are suggesting a delay
in the process of filling these diamonds. lf this will not fit the construction phasing
you may see movements of +l- 112 inch where the slab intersects footing
supporting columns in response to the soil load.
We appreciate the continuing opportunity to work with you on this project.
lf you have questions regarding the content of this letter or other questions from a
geotechnical viewpoint, please call.
Very truly yours,
CTL/THOMPSON, INC.
- ( .'t b-ao'tqoQ'XfYtc.,[a*
- _ _ 6
^-toJohn Mechling, P.E. O
Branch Manager
JM:cd
CITY MARKEI FOOO AND PHARMACY
JOB NO. Gs'17'18
\
t-t
tlFrq
July 24, 1996
City Market Food & Pharmacy
P. O. Box 729
Grand Junction, CO 81502
Subject: Subbase Material on Access Lane to
Vail Commons Project
Vail, Colorado
Job No. GS-l892
Dear Sir:
We were asked by Mr. Yancy Nichol of Sopris Engineering lf the natural
gravels being generated from excavation at the residential houslng (Werner
Developments, Inc.) part of the project can be used ag a replacement material tor
the Class 3 CDOT subbase specified for the acceaa lane to the development. Thie
letter presents an opinion.
We visited the gite to view the material being excavated. The soll ls a eandy
to clayey gravel with cobbles and some bouldere. ln our oplnlon the natural gravela
can be used to replace the Class 3 material. A maximum diameter ol 12 lnches is
recommended.
To avoid 'nesting'of rock, we suggest a water tuck and large compactor with
vibratory capability be used to compact the specified 12 inch thick lift. We should
view the fill placement to check for "nesting' and specified compaction.
Please call if you have questions.
very truly youra,
-. ,, .. I1,,..',
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRTNGS. COLORAOO 81601 I (97O) 945.2aO9
JM:lp
234 CENTEFI DRIVE T
!hiL. Cokrradcr
l)cn\,er, Colerad()
Monroe & Newell
Enginccrs. Inc.
August 2, 1996
Town Of Vail
75 South Frontage Road
Vail, CO 81657
Attn: Mr. Charles Feldman
Re: Vail Commons Housing, Vail, Colorado (M&N #3016)
Gentlemen:
Monroe & Newell, Inc. has issued construction documents showing pier supports for the
foundations of buildings AA,B3, Dl, and D2 near the store foundation walls. The
contractor may install 30" diameter round piers in lieu of 24" x 24" square piers. The
piers shall have the same reinforcement.
The reinforcing dowels installed in the footings that were already poured are sufficient for
connection to the future piers.
Ifyou have any questions or comments, please call.
Very truly yours,
MONROE & NEWELL ENGINEERS. INC.
ir I
i/l+.l-
Hannes Spaeh, P.E.
Principal
Copies: Warner Development, Inc.
Victor Mark Donaldson Architects, P.C.
70 Benclrrrrrrk R<>lcl o Suite 20.1 . P.O. I]()x 1597 o AvOn. Colorado ll1(r20 r (97t)l 919-77611 . F'AX 1<1 ,-sl) c|49-,iO11
Aug- I9-96 (f4: l.9P Yod€lr Eng 1n€rclrl ng l-9 949- 195970-o P. Ol
VIA FAC$IMILE
I PACE
v00tnn
tngltlafiW f;orwllnh, lne,
vAlL, coLaRAoo
August 19,1996
Mr. Chuck Feldman
cio Vail Community f)evelopment
I l l South Frontage Road, West
Vail, Colorado 81657
Re: Vail Comrnons Parking Structure
Request for Overflow Vanancc
Ybc #952tt
Dear Chuck,
As discussed earlicr, wc are requesting a variance for overflow drains on the upper level
of thc parking structure. Thc primary drains are sized lbr worst caqe rainlall and have
heat trace on all exposal pipine. Thcrc appears to be a potential for twelvc inchcs of
standing watcr at the low points, which is r*'here the primary drains ar€ located.
Howcvcr, ry wul.cr levcl alxrvc tlris will r r.ur oll'.
It is our belief that all precautions hal'c bccn takcn to minimizc the dsk of overll<:w. It is
with this in mind thnt we make this reqrrest
48 E. trAtER CREFK BLW SUm 3n7 t FCET OFff.t B(tX li /4O.Avgr\l. trOLCtst\DO 8162A.TELEPI W\E 97r!.94+1181 a FAX 97L1M9-195S
AFHUATEO WfH NE MN ffiAUq TtJc. DEMIEF, &LDNAX'
AUG-2?-199E 12:33 UT4D RRCHITECTS P.C.343 9,49 52AA P.At
v twv4Y-a4J)
FNU949-5205
VICIOR lvlARK DONALDSON ARCHITEOS, P.C.
AI{CHIKruRE I PLINNING r ltttENOI\S
DATE:
TO:
FR()T:
PROIEGT:
NUMtrR:
9UBJECT:
Box 53O0 . Arion, Colorodo 01620
VITIDA ir hying out r mar cr teoe,nt space allocEtiorr drawing for tbe oonnerciql wing of the Vd Comnott$
Ciry lvfutct huildiq, Wo trwc four futor.st d tffiDts with 4eciEc rquere footrge'r in mind. Wc rccd to
lay out thoir spaces with exiting requirimentq but we don't know exacdy how thcsc uscs will be intapre*ed
for osqrFngy urc b Tablo IGA of ttrg l grx UBC. Two or three ot'thees tqrurr ero to fell into e grry
e,rte betrrcen retail ur* and otEcc use. Tte tenads art as follows:
(FW L t P4+- *Grcgt Cuts" - A hair orning aod bcauty ulon. lppror 2000 s,f.
, ,rttL+Anltil.<2 "Vril Virion- . tur eyegh$ r€tdl stnp with officer and r lab. Approx, 20ff) s.f
L-t' 46pta/3. 'XT'LN'. A radio strtioa with offces and t roadcast oquipm€ot, Approx.2000 s.f.
"' .' , ,uufP 4 -Trrxqlo Rentet- - A trcdo rental shop eith rssociilcd sor.g€. Approx. 500 s.f
,, tagrtt'*1vf-o'' Wh.o wc appty the raail occupint losd frctor of 30 to thcde !pac€6 it seesLt thsr 66.6 people will be
aoryylngi[+fo Z{f00 e.f speces at r tina Howtscommot Berue tclls u$thtt ftii nsber is ray too high
rrd tha the ocorpeat load factor of 100 for o6oe spaoe is muoh morc teasonable.
Plcasc lct us know in unftiag bow you will bt irerpraing thcce wer so tta thae are m nrrpriccll dor{u tbE
ro|d and vrr cln pnrpaly rlptdl 0re ErilirE 0olr tb.6c spasec .lt thfu tirne Your carpcdimt rcsporuo it
grcarly rpprocide4
Thank 1'ou,
//444- JohtG. luEtin'YlvIDA
Projcctthd$€r
MEMORANDUM
AJSust27, lo96
Drn Strrnadq Chadio Davis, Towrr of Vail
Briilding Dept.
Jotn Martin, VMDA
\rail Commons Cornrercial Wng Tenant
Spaqrs
YIvtDANo.9501.2
Occrrpomy type of efiit regrirefieflg.
TOTFL P,O1
3A3 949 4364 P.Az
L .!-^._h___ o
-
ErcLE Rrvrn<Ef Wertn & Srrrrnon Dctnrct
l9t0l rtc'tao r r.Ax (910! .ra,{m
Octohr 15,1996
"Y|r trrsdnlh949-436{"
lrtr. Grry Mancr
Dirtctorof Comtrugion
lVutrr l)wclopmcntr, Inc,
P.O, Bol( 9SB
Awn, Colordo t1620
REI Vail Connrons Watcrud Sc*rr Main E:ctsrsionr
DcrrGrry:
Pcr ou crrlicr phonc coarrcrsation end yorr lencr datd OclgbEr t 4 l 996, rbis lcdcr i$ to
csrfirm thal thc Erglc Riwr Wrt€r ard Srniution Disrict hs rpprved thc iutallation of thc
'rrrh ud *wr mains with runard to thc tO sEprrgtion ll|dor tbc reguired 'rcrcqEnnGnt'r
conditions.
I bw rpokcn to Ag3ic MrrtinGa lnspeclor for dc Distict, thit raorai4 rod hc rnticipnsqCqftuction Acccptance- for both thc wrrar and scurcr naim in tbc ncu fttre. Thc coatrtor
has bccn inlb'raGd tlut r fcw mirpr nodilic*ioas still necd to be corrcctcd snd apprwcd by the
Dirtrict, lf you would like to know thc rpccific mccrnr plcarc contact Aggie,
If you hwt ony qucsrions or connncnts pleEsc contnst eitbcr Aggie or nywlf,
Sinccrcly,
"-torrsl \ 'Nru0a[
FrcdS.Ilarlec
Rcgulatioru Adninisuator
s\w^tcn, WAgrtflrrEl. g6qr6r,e {l Menrorr*m St'twtccs
TOTFL P.A2
t.
against the uphill side of the barrier (see figure 5.6).
Each bate rrnrst be securely anchored by at least two wood stakes driven
toward the previously laid bale to force the bales together. Stakes should be
driven 0.3 m (l') minimum into the ground to securely alchor the bales (see
figure 5.6). Stakes shoutd have a minimum diameter or cross section of 50 mm
(2"). Re-bars shall not be used in place of the wood stake .
Figure 5.6: Erosion bale installation (CDOT)
AJI bales must be either wire-bound or string-tied, and they should be installed
so that bindings are oriented around the sides rather than along the tops and
bottoms ofthe bales (in order to prevent deterioration ofbindings).
The gaps between bales should be filled by wedging with straw to prevent
water from escaping betw'een the bales. The main consideration is to obtain
tight joints. Erosion bales will not filter sediment or pond water if the water is
aiioweci to f,ow bcru'een, arounci, or uncier rhe bajes. Loose straw or hay
scattered over the area immediately uphill from an erosion bale barrier tends to
increase barrier effi ciency.
Along toe of fills, install the erosion bales along a level contour and leave
enough area behind the barrier for runoffto pond and sediment to settle. A
minimum of 1.5 m (5') away from the toe of the fiil is recommended.
Towr'il
FFIf;;
Vall pv
lql E|' ({"} Din
t*\Staked and entrenched
erosion bale
Compacted soil
(prevents piping)
Sediment
laden runoff
0
-.DRATNAGE CR|TER|A "ot EROSION CONT?iOL
TEMPORARY SLOPE DRAINS
FTEXIBLE PIPE
-z_---€-
Ovedop 3' (min.)- ''
DITCH LINER
From: Colorado Departmenl of Highways, 1978
Figure 4-48 Temporary Slope Drain Applications
Urban Drainage and Flood Conlrol District
9-1-92
t rsD,. \_-/
MAR-A5-1995 12t 47 SOPRIS ENGINEERING P,AL
RSVEGETATION S PECI F ICATIONS
If Ehe Bi.te j.s to be recurned go iE's original condi'tion prior
to beginning of consEnrction then all disEurbed areas will bereveg6t,at,edl \
The Eopsoil stockpiled offsice from chis project shall be li
hauled and placed on the dist,urbed areas aE a minimum depth of4'. If additional topsoil is needed t,hen iE shalf consisE. of :<Ioose friable loam free of subsoif, refuse, EEumps, rooEs, J'
brush, weeds, treavy clay, hard clods I Egxlc substanceg, or I,...other maberial which would be deErimenEa] to its use on the -aprojecE.TheEopfourinehesofEhesurfacesha11beci11ed>'into an even arrd loose seed bed free of clods in excess of |r-four inchee in dlameter.
nQC
The disEurbed areas will be seeited with a native seed mix.S\tAII seed ehal.l be furnished in bage or containers clearl,y
l-abeled to show the name and addrese of the suPpLier, Ehe seed
name. the loU number, nec wej.ght,, origio, ttre percent of weed
seed content, ghe guarant,eed percentage of purity and
germinacion, pounds of pure liwe seed (PIJS) of eaeh 6eed
species, and EIre toEal pounds of PL,S in Ehe conlainer. AII
brands 6ha11 be free from such noxious seeds as Russian or
Canadian Thj.stle, European Bindweed, Johnson Grass' and Leafy
Spurge. The ConEraccor shall furnish to Ehe Engiueer a signed
statement certifyj-ng thaE Ehe seed is from a loE that has been
treEeed by a recognized laboraEary for seed testing wit,hin ej-x
monEbs prior to Ehe date of delivery. Seed which has becomewet, moldy, or darnaged in Eransit or in sEorage will noE, be
accepEed.
Seeding shall be only during Ehe spring (spring thaw to ,tu1y
15) or Ehe fall (Augus: 1sC until consistrenE ground freeze).
The seeding shall be by mechanical power drawn drills followedby packer wheels or drag chaj,ns- Mechanj.cal power drawndritls shall have depth of at lease 1/4 inch and shall be seE
Eo space the rows not Inore lhan seven j.ncFies apart. Seed lhatis extremely small shall be sowed from a eeparaEe hopper
adjusted to Ehe proper rate of applicauion.
TOTtrL P.A1
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