HomeMy WebLinkAboutUNPLATTED TOV PUBLIC WORKS COMMON-TdttlWnt^,f,"tAE
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Re: lnstallationof aluminumstoragebinandstorage shed / bA/ AJ.WN htA6 ,Atln/ft€D
DR8044317/BM-0239
Dear Charlie.
Thank you for meeting George Ruther, Warren Campbell, and me at the Public Works Department site last
week to discuss different screening options to fulfill the second of two conditions of approval granted in the fall
of 2004 (DRB04-0317, which I have enclosed for review) as part of an application to add a third aggregate
storage bin on the site.
't . That, prior to final inspection of the project, the applicant finish the storage shed in materials and colors to
match the exisiing public works buildings on the site.2. That, pior to final inspection of the prcject, the applicant rcmove all trucks, tnilers, and other storcd items
located directly to the nofth of the berm that ftonts l-70.
Per our discussion, it was decided that additional fill material located on the Public Works site could be placed
atop the existing berm that fronts l-70. lt is the expectation of the Planning Department that this fill be placed as
far north as the utility pole at the farthest southwest end of the site, near the U of the gravel drive. The purpose
of this fill is to better screen from view the equipment that is placed in that area, which can currently be seen
from the l-70 corridor, Frontage Road, and Vail Valley Drive.
Please call the Community Developmenl Department to request a re-inspection (C/O) following the completion
of this work, which we agrced would occur by October lst, 2005. At that time, I will revisit the site and review
the latter condition of approval again. Thank you for your prompl aftention to this matter and for taking the time
to understand our concerns and work with us towards a mutually beneficial solution. Finally, please don't
hesitate to contact me with any remaining questions or @ncerns.
Best Regards,
August 25, 2005
Charlie Turnbull
Town of Vail Public Works Department
75 South Frontage Road
Vail. CO 81657
Elisabeth Eckel
970.479.2454
Cc: George Ruther; Town of Vail Chief of Planning
Enclosure: Design Review Board Action Form dated 08lO9l2OO4
Reoueohd ln89.c{ D!te:' lnsoedon Arsa:
Slb Addrecc:
ThuBdsy, JulY 14,2005
,"Pu t*o*tonE RD uvEsr vAtL
1289 ELKHORN DR
APJDlnfonnillon
lE$Ege!.Hgls,
Slstrs:
InspA's",
ISSUED
CD
1''
08130 AM
€0.{672
LTILLIIAN K
tnm: loBl-DGFooilms/$bel ---ApPmvcd-- 0grta|tx-lncpcctor AU_ __
1sm: 2o "8ffi$ffiltsAPPsXi9o*a*
Acdon:
Actbn:
APAPPROIGD
APAPFROI/ED{ts/2so4 lmpedor: JRM
3{t I50 16t' Iml
90 1
5in
502*x}
597
608
539ffi2lla1
lbm:
lbm:
Item:
Itom:
lbm:
Itim:
lbm:
lbm:
lbm:nm:
lbm:
lbm:
nem:
lllm:
-rir'
I,
REPT131 Rtrn Id: 3419
Prcject Name: TOV 3RDstorage bin and shed DRB Number: DR8040317
Project Description:
Addition of a third aggregate storage bin at the Public worK site; staff approved with conditions
per DRB request following conceptual DRB review and PEC approval; also included, a request for
design review of prwiously unreviewed storage shed.
Participants:
owNER VAIL COLOMDO MUNICIPAL BLDG07/08/2004
75 S FRONTAGE RD
VAIL
co 81557
APPUCANT VAIL COLOMDO MUNICIPAL BLDGOT I OB I2OO4
75 S FRONTAGE RD
VAIL
co 81657
ProjectAddress: 75 S FRONTAGE RD WESTVAIL Location:
1289 ELKHORN DRIVE
Legal Description: Lot: Block: Subdivision:
Parcel Number: 2101-064-0000-3
Comments: see attached
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApprovah 08/O9|2OO4
Conditions:
Cond: B
(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
DRB approval shall not become valid for 20 days following the date of approval,
Cond; 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0006596
. ' . I That, prior to final inspection of the project, the applicant finish the storage
V shed in materials and colorc to match the existing public works buildings on the
site.
Enby: 08/09/2fi)4 By: ee Action: AP
M
rt*
Cond: CON0006598
That, prior to final inspection of the project, the applicant remove all trucks,
trailers, and other stored items located directly to the north of the berm that
fronts I-70.
Entry: 08/09/2004 By: ee Action: AP
Planner: ElisabethEckel DRB Fee Paid: S650.00
l,n
l/tg'thil
,o** o,, uii,. nr*, orro*r".*,o
75 S. FRONTAGEROAD
vArL. co 81657
97G479-2r3s
ALARM PERMIT
Job Address: 75 S FRONTAGE RD WEST VAIL
Location.....: TOVMUNICIPALBUILDING
ParcelNo...: 2101064mm3
Project No , Pil o (+ttb
orJNER VAIIJ coLoRADo MT,NICIPAIJ BI.DGOS/24/2005
75 S FROI{|:TAGE RD
VAII,
co 81657
APPLICANT VAIIJ EIJECTRONICS, LTD.
P.O. BOX 460
MINTURN
co 81645
License: L98-S
CONTRACTOR VAIIJ EIJECTRONICS, IJTD.
P.O. BOX 460
MINTURN
co 8164s
L,icense:198-S
Desciption: TOV BUILDING MAINTENANCE PROJBCTS-REMOVE 2 SMOKE DETECTORS
SO CEILING CAN BE RAISED; REMOVE 1 P.S.; REINSTALL ALL
DEVICES
Valuation:$500.m
FEE SUMMARY l'rrrt!r*'l**'lrl.+r.*'l..ir.t{r*t*+'i,lr*r*.:l*l*rtriirtr.lt**'r*!.'*'r'r'.:r'l':.,r
El€crical----- >
DRB Fe€----- >
Investigation--- >
wil cdt------ >
TOTAL FEE$- >
if;il'--*:|:.l..|'|.:.,tt+:ttt||:l|lt!tt.|t|.|+l|:rl1*'il'|li|j|t*tl.tttl|**l|.|.|.**.**|tit|t.l+||Item: 05600 FIRE DEPARTMENI
***'*******o*'J*o*1l?-9-0''--*-"F'-"-""-*****************."-:-i-"-T;-*:'-{li'r*tl+'*|tit|+i
CONDITIONS OF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in frrll 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 other ordinances ofthe Town applicable thereto.
TELEPHONE AT 479-2135 FROM t:00 AM - s PM.
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
405-0063
TOo
08/24/2005 Phone: 97O-A27-9L20
o8/24/2005 Phone: 970-827-9L20
s0. o0
$0. 00
s0. 00
$3.00
s253. ?s
Total Calculated Fees- >
Additional Fees------ >
Toial Permit Fee----- >
Payments---------- >
BALANCE DUE----- >
<tt,l t(
tvz5J. ,r,
s0. 00
$0. o0
$0. 00
-P<..bLc- UloJtr
$,ol ot ot
ISSUED
08t24t2W5
09n4t2w5
03t13/2w6
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR
CONTRACTOR FOR HIMSELF AND OWNET
APPLICATION ,,Il no, BE AccEPTED IF INcoMPtE,.Q UN,,
E
Commercial & Residential Fire Alarm shop drawings are required at time of
0q- dsb
Building Permlt #:
Alarm Permit #:
o''"\ffiT *t[fft^,^ (-lJ Town of Vail Reg. No.:
PLETE VALUATIONS FOR ALARM PERMIT (LAbOT & MAICTiAIS)
FireAlarm: $ ,t q/) -'
Contact Assessors Office at 97O-328-864O or visit Pa
Parcel# ZtOtr>b4OO00<
'"lil'i?,n ici pnl glla ,'?#oT''(nLnqo il tln,I
Legal Description Lot:BtockDZ?O llririne:'wr\Subdivision:
Owners Name:fi Vn Address:-75 {dnlao lJ Un Phone: q1V _ (nq -ZtZ1
Engineer: ll Address:Phone:
Detailed LocaQon of,wor[: 1i,q., noor, unit #, bhg. *) ./ / |/h{rn lrnl hnllwu^ bt^ C1U:U( Chnn4(l
Detailed description o1
f,Wflan 7 snol; urC nnmtll:tu$fu
workcrass: New( ) offi Repair( ) Rerro-fit( ) ourerl I farnffrltJfl,i
Typeof Bldg.: Single-family( ) Two{amily( ) Multi-family( ) Commercial(f Restaurant( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation units in this building:
Does a Fire Alarm Exist: Yes K ) No (Does aFire Sprinkler System Exist: Yes ( ) No ( )
for rcel
********r.**rr***************************FOR OFFICE USE ONLY**************'t*******r.**rr********Jr**
Other Fees: ' ,,Date Received:
Public Way Permit Fee:Acceoted By: -
Occupancy Group:
pll
t
\Wail\data\cdev\FORMS\PERMITS\ALRMPERM. DOC 0712612002
DEPARTMEN,."".r* rt"*LoPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
ADD/ALT COMM BIJILD PERMT Permit #: B'044239
Job Address: 75 S FRONTAGE RD WEST VAIL
Location.......: 1289 ELKHORN DR
ParcelNo....: 210106400003projectNo.: t-RS,( _O i5L
OWNER VAIIJ COIJORADO MI'NICIPAI, BI-,DGO9/OL/2004 Phone:
75 S FRONTAGE RD
TOWNOFVAIL'
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
VAII-,co 81657
License:
CONTRACTOR TOUIN OF VAIL
75 S FRONTAGE PO
VAIIJ, CO
815 57Licenser 453-B
APPLICA}TT TOWN OF VAIL
75 S FRONTAGE RD
VAII-,, CO
8L557
Li-cense: 453-B
Valuation: $46,000.00
Fir€place lnforrratim: Restrict€d:
09/0L/2004 Phonez 970-479-2L00
09 /01/2004 Phone: 970-479-2L00
Desciption:
CONSTRUCTNEW ALI.]M. STORAGE BIN AND FIMSH STORAGE SHED
Occupancy: U
TypeConsfruction: VN TlpeVNon-Rated
Tlpe Occupancy: ?2
Status...: ISSUED
Applied. . : 09/01/2004
Issued...: 0911012004
Expires. . .: 03109/2005
Add SqFr 0
#ofGas Lngs: 0 #of Wood Pcllec 0# of Gas Appliarces: 0
FEE SUMMARY
Building----> S603 .35 Resh|aut Plm Review-->
Plancheck--> S392.1S DRB F€e....._..-->
Investigation->
Will Call----->
S0.00 Total Calculated Fees-> 5998.53
s0.00 Additional Fees-----> (5998.53)
so . oo Rect€ation F€€F----.-->S0. 00 Total P€rmit Fee-'--->
53.00 Clean-up Deposit------> 50.00 Paymcnts------------>
TOTAL FEES------_> S998.s3 BAL^{NCE DUE-------->
s0.00
$0.00
90.00
Approvals:
Tten: 05100 BUILDING DEPARTI{EIiIT
09/L0/2004 cdavis Action: AP subjects to field
inspection
IICM: O54OO PLANNING DEPARTMEIitrTItem: 05600 PIRE DBPARTMEIIITItem: 05500 PUBL,IC V{ORKS
*'|ta'taaa,tt'|tll*a,
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
- ihave read mr?fi.utioo, filled out in tull the informrI hoeby acknowledge that I have read thir?r*udoo, filled out in tull the information rt" completed an accurate plot plan,
and state that all the information as required is con€ct. I agree to comply with the information and plot plan, to comply with all
Town ordinmces aad state laws, aad to build this shucture according to the towns zoning and suMivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thersto.
REQIJESTS FOR INSPECTION SHALLBEMADETWENTY-FOIjRHOtnS IN ADVANCEBYTELEPHONEAT4T9-2I49ORATOUROFFICE FROM E:00AM -4 PM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSETT AND OWNER
PAGE 2
,f *'l**tt**rt*ttf f ****{rrtl.***{.***'l'f *'t**t}l.rt**********rtt *r}ttt***ttt*!t*r}*lt t***:f *,}!t****!i*rt*rlrtrl******f t|***f *rt*'1.*'t'f *{.*
CONDITIONS OFAPPROVAL
Pennit#: 8044239 asof09-10-2004 Status: ISSUED
:t*'t'i'i*fl*i*t't*t'}f'|**'t*|'}l'lt****+'}****'i't'|t:+*'tt'**||****t'tt**'}'}t*f'|t'|.t|t'tt**t}{t*,*t{t*'}:}*,}lt'l*
Permit Tlpe: ADD/ALT COMM BIJILD PERMT Applied: 09/01/2004
Applicant TOWN OF VAIL Iszued: 09/10/2004
970479-2100 To Expire: 03/09/2W5
Job Address: 75 S FRONTAGE RD WEST VAIL
Ipcation: 1289ELKHORNDR
ParcelNo: 210106400003
Description:
CONSTRUCT NEW ALUM. STORAGE BIN AND FINISH STORAGE SI{ED
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS FGQUIRED BEFORE ANY
WORKCAN BE STARTED.
Cond: 12
@LDG.): FIELD INSPECTIONS AREREQUIRED TO CHECKFORCODE
COMPLIANCE.
APPLICATION NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
o
WILL
rcWIIOFVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
tl
Project #:&Jov- 6tEb
l, etc.t
723?
RECEIVED
'ti,;', J 1
CONTRACTOR INFORMATION
General Contractor:'75u^t of lJa)l
Town of Vail Reg. No.:Contact and Phone #'s:
Chorl,! l?'nbu/l tzt -z+zs
Email address: C T-r,.n la, I I A ola.ll <ov,Q-Ott4
Contractor Signature: ._U*.J*
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BUILDING: S ff, OO O ELECTRICAL:$ | OOO OTHER:$
PLUMBING:$MECHANICAL:$rorAL: S 1(, OO 0
For Parcel # Contact Assessors Office at 970-328-8640 or visit
2toloz2ooool
Job Name: ftr/ 1lnr, ltoro . &n 4 s/n"J JobAddress: lZtj E/khorq N
Jlarq<<
/,'dt.^.",
WorkClass: Newffi Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No$OWork Type: Interior ( ) Exterior $/ Both ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other f5)
No. of Accommodation Units in this building: POUENo. of Existing Dwelling Units in this building: /)qvt7
No/Tvoe of Fireolaces Existinq: Gas Aopliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burni
No/Tvoe of Fireolaces Prooosed: Gas Gas Loos ( ) Wood/Pellet { ) Wood Burninq (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) No
*************t***********************FOR OFFICE USE O N LY*********c'*tHr|H.***********************
nner
\Wail\data\cdev\FORMS\PERMITS\BLDGPERM. DOC 07 t26t2002
o
Team
tl
TOIITVM
Questions? Call the Building at479-2325
Depaftment of Community Development
Project Name:
Prcject Address:
r' This Chdclist must be omoleted before a Building Permit aoPliation is
aceoH,
o All pages of application is complete
o Has DRB approval obtained (if required) Providea copyof approval form
o Condominium Association letter of approval attached if project is a Multi-Family complo<
o Complete site plan submitted
o Public Way Permit application included if applicable (refer to Public Works checklist)
o Staging plan included (refer to Public Works checklist) No dumoster,oarkinq or material storaqe
allowed on roadwavs and shoulders without written aooroval
o Asbestos test and results submitted if demolition is occurringo Architect stamp and signature (All Commercial and Multi family)
o Full floor plans including building sections and elevations(s sets of plans for MultFFamily and
Commercial Buildings)
tr Window and door schedule
o Full structural plans, including design criteria (i.e.loads)
o Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
o Soils Report must be submitted prior to footing inspection
o Fire resistlve assemblies specified and penetraUons indicated
o Smoke detectors shown on plans
o Types and quantity of fireplaces shown
RECE,YED
Applicant's Si gnature:
\WaiMatabdev\FORMS\PERMITS\BLDGPERM.DOC
Date of submi
Received By:
0/.t02f2003
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 Department review or Health Department review, and a review
by the Building Department 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 projecb may also take three (3) 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:C/.o... /r ! T|*Lul
Print name
Project Name:
F:everyone/forms/bldperm3
Signature
4 9,^.J
iftitn..)h+/, J
---.!rf
/NW0FUill
HOW DIDWE RATE WTH YOU?
Town of Vail Survey
Community Dwelopment Deparhrent Russell Fonest Directo(
(970)479.2139
Cbeck alf that applies.
1. Which Deparfnent(s) did you contact?
Building _ Environmenbl _ Housing_ Admin :-
Planning _:_DRB _ PEC _
-slovu
or '"'
no one available_:__?
3. lf you were required b wail how long was it before you were
helped?_
4. Was your project reviewed on a timely basis? Yes / No
lf no, why nof?,
5. WasthisyourfirstlimebfleaDRBapp_PEC+p_ i, .BldgPermit_l,l/A l ' ,' i,': :
6. Please rab the performance of fie sffi person who assisAd you:51321Name:
(knowledge; responsiveness, availabilig)
7. Overallefiectiveness of he FrontService Counter. 5 4 3 2 1
8. What is ilre best time of day fur you to use fie Front Service
Counter?
9. Any commenls you have which would allow us to bethr serve you
nexttime?
Thank you for taking the time to complete this survey. We are
commited b improving our servir,i.
o
DEPARTMENT OF COMMUNITY DEVELOPMENTTOWN OF VAIL'
75 S. FRONTAGEROAD
VAIL. CO 81657
n0-479-2138
NOTE: THIS PERMIT MUST BB POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BTJILD PERMT PErMit #: 805-0156
$ e(aa3f
Job Address: 75 S FRONTAGE RD WEST VAIL Status . . . : ISSUED
[,ocation.......: TOV MUNICIPAL BUILDING BATHROOMS DOWNSTAApplied . . : 06ll6l2ffi5
Parcel No....: 2l0l0em0m3 Issued. . . : Wl25nn5
Project No . t Prj olf -ottrO Expires . . .: 07/2612n5
OWNER VAIIJ COTJORADO MT'NICIPAIJ BLDGO6/I6/2005
75 S FROMTAGE RD
VAIIJ
co 81657
APPLICAIIT YAMPAII BUILDERS, INC. 06/L6/2005 Phonet 970-379-5222 ceLl#
45673 HIGHIVAY 6
GI.ENWOOD SPRINGSco 81601
License: 123 -A
COI.ITRACTOR YAMPAH BUIIJDERS, INC. 06/!6/2005 Phone: 970-379-5222 c.eIL#
45673 HIGI{WAY 6
GIJENWOOD SPRINGS
co 81601
License:123-A
Desciption:
TOV BUILDING MAINTENANCE PROJECTS
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $21,000.00
Fireplace Infonnation: Restrict€d:
BuildinS--- > $335.25 R€ctuarant Plan Review- >
Plan Check-- > S217.91 DRB Fee-------------------- >
Add Sq Fr 0
# of Gas Adiances: 0 # of Gas t ogs: 0 # of wood Pellet: 0
S0. 00 To|al Calculated Fees- > $556 . 15
so . oo Additional Fees------- > ($556 . 15 )
S0. 00 Total Permit Fe€-------- >Investigation- >
WiU Call--- >
S0.00 RecreationFee-------->
$3 . 00 Clean-up Deposit----->
$0. 00
$0. 00
s0. 00
s0.00
TOTAL FEES------ > 5555.15 BALANCE DUE------->
Approvals:
Item: 05100 BUILDING DEPARII,IENT
06/30/2005 ,JRM Action: Ap
Item: 05400 PITANNING DEPARI'I{ENT
Itemr 05600 FIRE DEPARTI'IENT
Item: 05500 PIJBIJIC WORKS
See page 2 of this Document for any conditions that may apply to ttris permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
,irr, .h?ofo.-",ion and plot plan, to cotrptyplan, ard sane that all ttrc ir
with all Town ordinances ad state laws, ard to build this stnrcnue according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQTJESTS FOR INSPECTION SHALL BE MADE TWEMY.K)I'R HOTJRS IN ADVANCE
PM.
SIGNATUREOF CONTRACTOR FOR
OUR OFFICE FROM 8:00 AM - 4
AND OWNEF
PAGE 2
'}**{.*{.'ti.,t{.'f**:f;&:t*'(,|t't*l.*{.*****:t*'*'t'|.{t*****1.|t'f*|t*:t*:*,}:t*'|t,|!{t:t*:*:t
CONDITIONS OF APPROVAL
Permit #: 805-0156 as of 08-02-2005 Status: ISSUED
*'.:*l.:*:|.:**,**:*!t,******'i****{.***:****!***{t**{t**'**'tl.,l*****:|.*l.ti*'|.f,}*{.*:|.*{.**:t:*,t*.******,**,F*,!*****J.*,.******
Permit Type: ADD/ALT COMM BLIILD PERMT Applied: 06/16/2W5
Applicant: YAMPAH BLIILDERS, INC. Issued: 0712512W5
970-379-5222 cr,ll# To Expire: W/26/2W5
Job Address: 75 S FRONTAGE RD WEST VAIL
Location: TOV MUNICIPAL BLIILDING BATHROOMS DOWNSTA
Parcel No: 210106400003
Description:
TOV BUILDING MAINTENANCE PROJECTS
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQI.JIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
o
WILL
tl
0q{" orJAPPLICATTONNOT BE ACCEPTED IF INCOMPLETE OR U
Project #:
CONTRACTOR INFORMATION
Permit #:
L
sb
T0vTlw
75S.F
Vail, Colorado 81657
e
FVT
its are
coffiLUAflONS FOR BUtLDtNc PERM|T Labor & Materials
BUILDING:$ '<- (ELECTRICAL: $Z OTHER: $
PLUMBTNG:$ A:1<MECHANICAL: $TOTAL: $
For larcel # Contact Assessors Offrce at g70-J2g-g640 orvisit
@FOROFFICEUSEONLY
Zlol- 6bV Cb do?
Job Name: ,rJ///(u,t/rtr 8*z4a,s-4 Job Addtessi F S. y've.,rrzca /-t
y'asr+ctrft-rgW
Wotkcl".., N"*() A R"rod"l K Repair( ) Demo( ) other( )
Work Type: Interior () Exterior ( ) Bott( )Does an EHU exist at this location: yes ( ) No ( )
Type of Bldg.: Single-famity ( ) Two-famity ( ) Mutti_famity 1 I Corr"r.t"f 1XX n".t"urant ( ) Other ( )
No. of Existing Dwetling Units in thisOuiangt--Tr;No. of Accommodation Units in this building:
GasLogs( ) Wood/Peilet( ) Wood
. Gas Appliances ( ) Wood/Peilet ( ) Wood Burning (NOT ALLOWED
Document2 V,05nu2005
tl
f0nT,,m
Depaftment of Community Development
Project Name:
Project Address:
r' This Chdclist mast E amolM beforc a Building krmit appliation is
All pages of applicaUon is complete
-tr-TetDRB approval obtained (if required) Provide a copy of approval form
--a-ffiinium Association letter of apprwal attached if project is a Multi-Family complex
--rr--ftdnCh-ek Fee required at submittal for projects valued over $100,000.00 (See attached
Construction Fee Schedule for calculations)
tr-6fiFlete site plan submitted
--g-Jublic Way Permit application included if applicable (refer to Public Works checklist)
o Asbestos test and results submitted if demolition is occurring
-a-'trffilitect stamp and signature (All Commercial and Multi family)
.-g--frfl-floor plans including building sections and elevations(3 sets of plans for remodel/additions, 4 sets
of plans for new SFR and Duplo<, 5 sets of plans for MultFFamily and C.ommercial Buildings)
..*--tViftklw and door schedule
p,-FulHlctnral plans, including design criteria (i.e. loads)
!--Structural Engineer stamp and signature on structunrl plans (All Commercial and MulU Family)
.g--€oils Report must be submitted prior to footing inspection
-e--fff€ resisUve assemblies specified and penetmtions indicated
p--ffibke detectors shown on plans
o_-]y6s and quantity of fireplaces shown
I have read and understand the
Applicant's Signature:
Dab of subm r*r= e//-
t4{g@ plan included (refer to Public Works checklist)' allowed on roadwavs and shoulderc without written aooroval
DoqJmene
Received By:
0st20t2005
t.l
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Enginee/s (Public Works)
review and approval, a Planning Department review or Health Department rwiew, and a
reMew by the Building Departmen! the estimated time for a total review may take up to
six (6) weeks.
All commercial (large or small) and all mulU-family permits will have to follow the above
mentioned maxlmum requiremenb. Residential and small projects should take a lesser
amount of time. However, if residential or smaller projects impact the various above
mentioned depaftments with regard to necessary review, these projecb may take up to
six (6) weeks to review and approve.
Every attempt will be made by this department 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 plcked up by the explration date, that I must still pay
the plan check fee and that if I fail to do so it 4ay affect future permits that I apply for.
Agreed to by:
Print name
Signature
Project Name:
Date:
Documene osnonoo'
tl
Town of Vail Survev
Check all that apply
Date:
2. Was your initial contact with our staff immediate_ll sbw or no one available
3.lfyouwererequiredtowait,how|ongwasitbeforeyouwerehe|ped?
1. Which Department(s) did you contact? Building___.1X1_ Environmental_Housing_Admin Ptanning DRB-PEC_.....-
4. Was your project reviewed on a timely uasis@uo
lf nn rrArr n,rr2lf no, why not?
5. Was this your first time to file a DRB lppJp-pEC App
Bldg Permit N/A_
6. Please rate the performance of the staff person who assisted you:
5 4321 (5 is high) Name:(knowledge,
responsiveness, availability)
Overaff effectiveness of the Front Service Counter. 5 4 3 21 (5 is high)
8. What comments do you have which would allow us to befter serve you next time?
Thank you for taking the time to complete this survey. We are committed to improving our service. lf you have any
questions or comments please contact Russell Fonest, Community Development Director at (970) 479-2139.
of day for you to use the Front Service Countef
Doc{men12 05r2u2005
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
CONTRACTOR TOIi'IN OF VAIIJ
75 S FRONTAGE RD
VAIL, CO
81657
L,icense: 463-B
APPLICANT TOhIN OF VAIIJ
75 S FRONTAGE RD
VAIIJ, CO
81657Licenser 453-B
Desciption: FIMSH STORAGE SHED LIGHTING
Valuation: $1,000.00
Pennit #:
Status . .
Applied.
Issued .
Expires .
Phone:
E04-0159
30t(- oAsl
.: ISSUED,: 09101/200/.
.: 09/1012004
.: 03/09/2005
Eleotical------>
DRB Fee----->
Invcctiration--->
will ca -_-->
TOTAL FEES..>
ss0.00
s0.00
s0.00
s3.00
9s3.00
9s3.00
(9s3.00)
s0. 00
s0. 00
s0.00
Approvals:
Itern: 06000 EI-,ECTRICAI-, DEPARTMENT
09/L0/2004 cdavisrtem: 05500 FIRE DEPARTMEI{T
Action: AP
CONDITIONS OF APPROVAL
Cond:12
J."*P.9.'.1.;..ll1l?..1T:L",.9ll9ll!.,*.1*TI9.Y-l*1?..T.9..9.t139-1..T.91.-9to.?.l,.9-9X:lLHgi-'*r.*......**.**,*.',',r,.*.r,*.'*,,.*
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this stnrcture according to the towns zoning and subdivision codes, design review
approvd Uniform Building Code and other ordinances of the Town applicable thereto.
REQI.'ESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOIJRS IN
oelnnrevr oF coMMUNrrY peveloP;Nr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 75 S FRONTAGE RD WEST VAIL
Location.....: 1289 ELKHORN DR
Parcel No...: 210106400003
ProjectNo : Tl\TO.( -O(8(a
OWNER VAII, COIJORADO MI'NICIPAL BLDGO9,/OT/2004
75 S FRONTAGE RD
VAI I,co 8155?
I-,icense:
09 /0t/2004 Phone: 970-479-2100
09 /0t/2004 Phone: 970-4?9-2L00
FEEs|.,MMARY't''|.|.|.:r..'|t...*.*'l|.1...*'.'r,|..:|'r*.:t..i4..*..r1...ji|.':|1.,}:}
Total Calculated Fees->
Additional Fees------>
Total P€r:nit F€e-.-->
Payment5---------1
BALANCE DUE....--.>
AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
AppLrcArroN l. no, BE AccEprED ,r r".orrrr,t#ryHBrd y _o ( g L
97 O-47 9-2749 (Inspections)
MWNOFWN
75 S. Frontage Rd.
Vail, Colorado 81657
Frn of Ual
Town of Vail Reg. No.:Contact and Phone #'s:leo U fr e< 4 Z? *2lz t
COMPLETE SQ' FEET FOR NEw BUItDs and VALUATIONS FoR ALt OTHERS (tabor & Materiats)
AMOUNT OF SQ FT IN STRUCTURE, 7@ ELECTRICAL VALUATION: $ ,/t AOO
Assessorc office at 970-328-8640 or visit vvww.eaore-cotntu.rom fnr parrar ft
robName: PN j]z^J< t{.J
j |j
;ou naoress: 12 t? ELft hpru pn
Lesalpescription ll Lot: ll arock: ll riling:Subdivision:
Engineer:Address:Phone:
Detailed description of *orl.
hXhlt"<
r'lWorkClass: Newp{ Addition( ) Remodel( ) Repair( ) Temppower( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both (1f Does an EHU exist at this location: Yes ( ) No (4
Typeof Bldg.: single-famity( ) Duplex( ) Mutti-famity( ) commerciar ( ) nestarmnti ) o$"r(7-
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino: .-
Is this permit for a h ruo ( K)
Do"t . Fi- Alarr E
Contact
************************************J.**FOR OFFICE USE ONLY****'f********************************
RECEIVED
tril
07/26n002\WAiI\dAtA\CdEY\FORMS\PERMITS\ELECPERM.DOC
t
I
Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6.
s Overhead seruices are not allowed in the Town of Vail.q Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.q The main disconnect switch shall be located next to the meter on the exterior wall of the structure easilv
accessible.
o All underground conduits are required to be inspected before back-filling the trench.q In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and sDaces are acceoted.
n NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories.o No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
o All installations of e)derior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
o If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
o If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verify that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
o If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.
o If this permit is for a commercial space, two (2) sets of stamped drawings are required.
I have read and understand the above.
tlv/ 2z/ of@
If you have any questions regarding the above information or have additional questions,
pfease contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be
reached on Tuesday, Thursday and Friday mornings between the hours of 8am and gam. You
may also leave a voice mail and the inspector will callyou back.
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?.*r""*r oF coMMU*,r" orutPMENrTOWN OF VAIL
75 S. FRONTAGEROAD
vArL. co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT PCrMit #: PO5-OII4
30.( - 6(sK
Job Address: 75 S FRONTAGE RD WEST VAIL Status . . . : ISSUED
[.ocation.....: 75 SOUTH FRONTAGE ROAD Applied . . : 08/16/2005
Parcel No...: 210104rcm03 Issued . . : 08ll7l20f5
Project No : -RRsOq-O KG Expires. .: 02l13l2m6
OI{NER 1IAIIJ COIJORADO MUNICIPAIJ BLDCOS/16I2005
75 S PROISTAGE PO
VAIIJco 8L6s7
APPIJICAIIT MEADOW MOT'NTAIN PLI'MBING,/HEAO8/T6/2OO5 PhONE: 97O-479-298L
P.O. BOX 4554
VAIIJco 816s8
License: 288-P
cot{TRAcToR MEADOW MOITNTAIN PIjn!BING,/HEA08/L6/20O5 Phone: 97O-479-298L
P.O. BOX 4554
VAILco 815s8
License: 288-P
Desciption: TOV BUILDING MAINTENANCE PROIECTS-REMOVE EXISTING
GALVANIZED DRAIN LINE TO 4 DRAINS AND RE-ROUTE FOR
CLEARANCE AND REPLACE WITH ABS PIPING
Valuation: $4,000.00
Fireplece Infonnation: Restricted: ??# of Gas Appliances: ?? # ofGas Logs: n # of Wood Pallel: ??
:itr+.+r'.**r't r*r'|''rr.'r*:t*r'.*ttt.t'ttttt+ialtittttltt+*tr*at.tt.**tttattt FEE SUMMARY
Plumbing-- > $60.00 R€suaram Plan Rcview- >
Plan Check-- > $15. 00 DRB Fee----------->
lnvestigation- >
Will Crll--- >
90 .00 Toral Calculated Fees-- > $78 . 00
$0.00 Additional Fees------ > (S78.00)
90. 00
$0. 00
$0 .00
$0.00 TOTAL FEES-----+ $78.00 Toral Pemir Fe€------ >
Paymen6-------- >
BALANCE DUE-_-- >
s3.00
Item: 05100 BITILDING DBPARII{EMI
o8/L6/2oos ;tS Action: AP
ItsEM: 05600 FIRE DEPARTIT{EI{T
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FTELTD INSPECTTONS ARE REQUIRED TO eIIEeK FOR CODE COMPLTANCE.
DECLARATIONS
I hereby acknowledge ttrat 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 other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SIIAII- BE MADE TTTY
PM,
I{OI,JRS IN ADVANCE
TURE OF OWNER
2149 OR AT OLJR OFFICE FROM 8:00 AM - 4
CTOR FOR HIMSELF AND OWNET
ApprrcArrort..*o, BE AccEprED rr rr,*"r..loR u*srcr'EProiect#, , AJAq'0r&,6
Building Permit #:
75 S, Frontage Rd,
Vail, C.olorado 81557
Plumbing Permit #:
79-2149 (Inspections)
FOR PLUMBING PERITIIT (lAbOr & MAICdAIS)
@4hct Eagle Coanty Asgsryzts Offie at 970-g2g-9640 or visit for Parcel #
Parcel #
'* *"'* u/o*
"/ l/^ I ful D,n,n L,,^..robAddress: % ! Ha"-t/J.
Legal Description I r-ot ] er"a" t mling, t subdivision:
OwnersNu ., Y^n ^l_l/.-/ Ilddress:Phone:
Engineer:Address:Phone:
De,taileddescriptionolrvork: flghotz-4ts/'ji, ,qerfV75;74^ ,1r ,a t,ne b .l cI/^iN d* rc:rw{e /0. J}.)*- *' ;)N Y re,483 e,rlnu
Typeof Bldg.: Single-tamily( ) Duptex( ) Multi-family( ) CommercidLfRestaurant( ) Odrer( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this a conversion from a wood buming fireplace to an EPA Phase II device? Yes ( ) No ( )
***:*********:l**************************FOR OFFICE USE Ol{LY*****l*******!ft*************:t*********
\
RE0D AUG Th ZOOS
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Phono: 9?S4792t{XlPtpm: 97$47921fl!
RequecEd Tlme: 08:00 At- Ptprr: 970.i17$'21m
REPTl31 Run Id: 34L4
Requesled Inrpec.tImr ThuB.hy, July f tl' 2005- lnsgac'Uon Area: JRIU
SlbAtklress: 75 S FRONIAGE ROICSTVAL
TOV tt t{lclPAL Bull-oltlc BATHRocrlls fftrs{sTA
AF,Dlnlwrnrdql
Actultu m$fi56 ll/De: A4Ofr/iltlConstTwri: Occwcifty:
OIYri.c VAIL COLORADO iII",MCIPAL BLDG
AUT}IORfi
ADollcant YAMPAH B|,.[IDERS, ll.lc.
CoiTccbI: YAMPAH BI,ILDERS, IIIC.
Descdp0on: TCn, BU|O|NG tlAlNIEl.|Al.lCE PROJECTS
Esscsegt&snssgelGl
lbm: 90 BLDG-Flnal
Requesbr: YAMPAFI Bt lL"D€RS, ll.lc./ Leo
Cofltnmts: U,ILL CALL /munlcbo! blds bcltroom3Ardqrd To: JilOi.IDRAC'OI.J- Acdon: Tlmc Exp:
sub16:
Plrona:
Phon :
O SIAIS: APPROVED
l,EpAt€a: JRU
97083795422 c.H
970'379-5822 crill
lnsoecdon Hlsbn
llem: 60 BLDC'-Shoetock tlal
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*
Rcquesled Tlme: @:30 At- Plpnc: 3qI4672
EnfteredBy: LTILLMAN K
n
Lrn{1.'ia
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APAPPR.T/ED t\ I
V
70 BLDGMbC.gt BLDeF|nd
lXXt BLDC'-T.mp. Ci/Osirl Pr/sTEtp.c/o
533 Pt AI+TEMP. CvO
537 PLAI$RM|-CvO
5tE FIREfIMLCYO
txlg PuiRMLcvoilt ElDeFhdcvo2t PLAI+ILC Fourhtbn Plan
22 P|.At+lLCSlbPlan
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REPT131 Run Id: 3419
TAv Sl,ofa)
,-t)Design Review Board
ACTION FORM
Departnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 97o.479.2452
web: www.ci.vail.co.us
Prcject Name: Tov MATNTENANcE pRoJEcrs DRB Number: DR8040237
Project Description:
TOV BUILDING MAINTENANCE PROJECTS.ADD SIDING TO STOMGE BUILDING AT PUBLIC
WORKS SHOP. THE STORAGE BUILDING DOES NOT APPEAR TO HAVE RECEIVED DRB
APPROVAL.
Participants:
OWNER ALLSTATE INSUMNCE CO 06/022004 Phone:
3 RESOURCE SQUARE
10815 DAVID TAYLOR DR
CHARLOTTE
NC 28262
Ucense:
APPLICANT TOWN OF VAIL 0610il2004 Phone: 970479-2100
75 S FRONTAGE RD
vAIl_, co
81657
License: 463-8
ProjectAddress: 13o9ELKHORNDRVAIL Location: 1289 ELKHoRN DRrvE
Lesat Description: Lot: Btock: subdir,",oHfffr\fr**"rr. RuNG
Parcel Number: 210109200001
Comments:
BOARD/STAFF ACTION
Motion By: Action: DENIED
Second By:Vote: Date ofApproval:
Conditions:
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
(P|-AN): 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
Approval of this p@ect shall lapse and become void one (1) year following the date
oo
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued boward completion,
Planner: CLARE sLoAN DRB Fee Pald: S25O.OO
IOI44Vffi
ipplication for Design *Ci"*
Depatment of Community Development
75 South Frontage Road, Vail, Colorado 91657
tel: 970.479.2139 tay:. 970.479.2452
web: www.ci.rrail.o.us
General Informataon:
All poects requiring design review must receive approval prior to submitting a building permit apptication. pleaserefer to.the submittal requirements for the particulb'r approuar that is requested. An application for Design Reviewcannot be accepted until all required information is reieiveo by the community oevitopment Department. Theproject may also need to be reviewed by the Town council and/or ttr" prinnini ana i.uironruntal crmmission.Ilesign rcview apprcval lapses unless a building permit is issued and construction commences withinone year of the apprcval.
Physicaf Address: l2*? €lkhr^",+ T , t.e
Parce|No.:W(ContactEag|eCo.Assessorat97o-328-8640forparce|no.)
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
RECEIl,ED
,,,i,j 0 / 200rr
Location of the proposal:
Mailing Address:
Phone:
E-mail Address:
Type of Review and Fee:tr Signs
E Conceptual Review
tr New ConstructionO Addition
tr Minor Alteration
(m ulti-family/commercial)
El Minor Alteration
(single-family/duptex)
tr Changes to Approved plans
tr Separation Request
$50 Plus 91,00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by planning Staff or the
Design Review Board.
No Fee
For Office Use_.,1pnly:
Fee Paid: '
Page 1 of I3ltLlL7l03
Buildino Materials
PROPOSED MATERIAIS
Tvoe of Material
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Color
t\/''D H,rrcn P h)
ANO P
Notes:
Please specify' the manufacturer's name, the color name and number and attach a color chip.
Page 6 of t3ltIlLTlO3
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t P u t,\=J -fo bn st).)
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t
From: John GallegosTo: Clare SloanDate: 06/10/2004 1:58,22PMSubject: Re: Maintenance Projects
I
H[Clare,
Sorry about the eritra work. Good questions.
l. The bell is approximately 12" made out of black iron with a mounting bracket We propose to build a
small
truss-like frame out of rough sawn 4'X6" wood to mount the bell on. The frame is to fit under the eaves
above the front door. lt is to be painted white to match the building.
2. The siding will match the shop building. I guess I didn't make that clear. We will add doors. They will
be wooden with diagional cross-brasing and painted to match the shop's man doors.
I hope that clears it up. Please let me kno|, if you have any more questions.
Thanksl
>>> Clare Sloan 6/10/2004 8.12.42 AM>>>
HiJohn,
ily name is Clare Sloan and I am the planning intern for Community Development. I have been assigned
the six Public Works applications. I have staff approved four of them: one was faxed and three are in
interoffice mail. The two that I have question about are:
1. Ford Park School House: What is the material of the bell? How will it be mounted to the building?
What are the dimensions of anything added to the building?
2. Public Works Shop: Will the siding match the main public works building? Are any doors for the
building proposed?
Sincerely,
Clare
47*2369
Design Review Board
ACTION FORM
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: DRB Number: DR8040331
Project DescripUon:
VAIL MAINTENANCE BUILDINGS, WAREHOUSE BUILDING
Participants:
OWNER VAIL CORP 071t412004 Phonet
PO BOX 7
VAIL
co 81658
License:
APPUCANT MAURIELLO PLANNING GROUP, LL07/ L4l20M Phone: 970-748-0920
PO BOX 1127
AVON
co 81620
Liaense: C000001697
ProjectAddress: 953 S FRONTAGE RD WESTVAIL Location:
923 S. FRONTAGE ROAD
Legal Descrlpdon: Lot! Ta&b Block Subdivision: S. Frontage Road Sub.
Parcel Number: 21031212,1fi)1
Comments: seeconditions
unfldt"l-
UR V1\"it--trc'-"t"
se- 7
BOARD/STAFF ACTION
Motion By: Action: SrAFFAPR
Second By:Vote: DateofApprovalz Q7|L5/2OM
Conditions:
Cond:8
(PI.AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(P|-AN): 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
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is dil@ent[ pursued toward completion.
Cond: CON0006551
to the issuance of a CO.
Planner: Matt Gennett DRB Fee Paid: $250.00
t
JUt. 14.2004 '7:38A[4 \/RDC C0l']STRUCTl0I.l 9i0-845_2358
IONN#RECE IVE IJ
JlJt" I 4 tuii4
Percd No;_f,1Q312l!2zlQQ!( Eagle Co. Assessor at 97F328-96,{O for parcet no.)
Zonino: LMU-2
lpe cf Rwiew and Fce:
O Signs
E Conceptual Revlew
D New ConstructlonD Addiuon
x Minor Aierathn
(multl.famlly/commecial)
O Mlnor Altsraum
(single.lrmlly/duplo()
B Changrs b Appro\red Plans
O Scprrotbn Reguest
t50 PIus 91.00 per square fmt ol bial slgn a'tr,
No F€e
$550 For consiluctbn of o new buildlng or demo/rrbuild,
t300 For an addltlon where square footage ls rdded to any rcsidenllal or
co nercial building (hclu&s 250 addidons & interior conveFlons),
$250 For mlmr ctrangcs b brildin€s rnd slte improvern€nts, sudl es,
rcrconng, painung, window addltloN, hndscapirE, fenc€s and
rctainirE w.lls, rtr.920 For minor chrnges to bullding! rnd sit€ improvemenls, such at
reroofing, painting, window addtlons, landgcaping, frnces ancl
etaining rYalls, ek.$20 For nvisims to plens ahady apprwed by Plannlng Statf or the
D€sign Revlev{ Boel€.
No Fee
Application fior Design Review
Depatnrrt ot Community Oarelopment
75 Souilr Frontage Road, vail, Colorado 01657
El: 970.'179.2139 Jaxi 970.479.2452
r|eb: wr{w,ci,rdil,co,t s
Gcner.l lnformedonl
Al prcjecG rcquiring dcsign rerrlew must .ec€ive tppord grior ro submtting a buitdtng permit applirtaflon. Pleas
refrr b.thc subnittat requkemenb for the particular approval that is requested. An appticatton ior Design Revlcw
cannot be accePEd until all rcqulred Infgmation ls Ecciv€d by the communiv Development Department. The
project mry-dso necd to be rgvieuad by the Town Council and/or the Planning and Environrnental commis$ion.D3!l9t ravhw .pProval llpocs unlcsr a building pc]mlt lo :$u!d lnd construdlon comnenccG within
ooc yer of the approvrl,
Description otthc ncquesB Mlnor Chanoes to Building
Laation of tfte Pmposal: LoelEellgock_ Sjbdvi$on:__Sauth Frontage Road Sub,
Phyclcel Addrcss: -_123 S. Frontaoe Road
llame(s) of Owner(s):Vail Resorts. Inc
Mailing Addr€ss!PO Box 1127. Avon. CO 81620
Fhone:748-0920
E-nail Addrccar mauriello@comcast.net
-Ftx)_J!l!3lf_
l{llllngAddrcssr PO BoxT^ Vaif @ 8t6t8
Own€r(s) Signature(s):
ttls.t/Os' ay; Ae{l4v DRBNo,: Dl
/iri'l
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Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 f ax: 97 0.47 9.2452
web: www.ci.vail.co.us
Prcject Name: DRB Number: DR8040318
Prciect Descrifiion:
REPI.ACXNG 2 GAMGE DOORS ON VEHICTE WASH ATTHE PUBUC WORI(S SHOP
Pafticipants:
OWNER VAIL COLOMDO MUNICIPAL BLDG0Z08/2004 Phone:
75 S FRONTAGE RD
VAIL
co 81657
License:
APPLICANT VAIL COLOMDO MUNICIPAL BLDG0Z08/2004 Phone:
75 S FRONTAGE RD
VAIL
co 81657
Ucense:
ProJect Mdrcss: 75 S FRONTAGE RD WEST VAIL Location:
1289 ELKHORN DRIVE
tesaf Description: LoE Btock: Subdivision: Vit Vi ltrf*f-/Un pnf"e-
Parcel l{umber: 210106400003
Comments: SEE @NDmONS
t/nPldfeL
BOARD/STAFF ACTIOI{
Motion By: Action: SrAFFAPR
Second By:Vote: Date of Apptov'al= 071t412004
Conditions:
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: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
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: loeSuthe, O DRB Feet: S25o.oo
TOI4'I'M
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97O.479.2L39 faxi 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submiftal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Ilesign review approval lapses unless a building permit is issued and construction ommenes within
one year of the approval.
Description ofthe
Physical Address:C-o
(Contact Eagle Co. Assessor at 970-328-8640 for
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Location of the Proposal: Lotl_Block:
Name(s) of Owner(s):
S)a$
lr.
l'|.Ir.
F(o
eltt
Type of Review and Fee:
tr Signs
Conceptual Review
New Construction
Addition
Minor Alteration
(multi-family/commercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
tr
D
n
K
tr
tr
$50 Plus $1.00 per square foot oftotal sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, wlndow additions, landscaping, fences and
retaining walls, etc.
$20
No Fee uri
For revisions to plans already approved by Planning SffFt el V E 0Design Review Board.
F"".tr:ff*
use onlv:t
Planner:
PROPOSED MATERIATS
Buildinq Materials Tvoe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffib
Winclows
Window Trim Tb Mtl-L,, Fxt$pa
lld.l o,J Glass
Notes:
Please specify the manufacture/s name, the color name and number and attach a color chip.
4w.
. Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Page 6 of LZllzlOTlOz
tr Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the
bottom of wall elevations noted.
Ar€hitectural Floor Plans:
u Scale of 1/8" = 1'or larger; 1/4" is preferred
s Floor'plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
building elevations must be drawn at the same scale.
o Clearly indicate on the floor plans the inside face of the exterior structural walls of the building.a Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.).u One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) was
calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations.o Provide dimensions of all roof eaves and overhangs.
Architectural Elevations:o Scale of 1/8" = 1'or larger; 1/4" is preferred
o All elevations of the proposed development drawn to scale and fully dimensioned. The elevation
drawings must show both existing and finished grades. Floor plans and building elevations must be
drawn at the same scale.o If building faces are proposed at angles not represented well on the normal building elevations, show
these faces also,a Elevations shall show proposed finished elevation of floors and roofs on all levels.
o All exterior materials and colors shall be specified on the elevations.o The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.e Show all proposed exterior lighting fixtures on the building.
B Illustrate all decks, porches and balconies.o Indicate the roof and building drainage system (i.e. gutters and downspouts).
s Indicate all rooftop mechanical systems and all other roof structures, if applicable.
o Illustrate proposed building height elevation on roof lines and ridges. These elevations should
coordinate with the finished floor elevations and the datum used for the survey.o Exterior color and material samples shall be submitted to staff and presented at the Design Review
Board meeting.
Lighting Planr
o Indicate type, location and number of fixtures.o lnclude height above grade, lumens output, luminous area
tr Attach a cut sheet for each proposed fixture.
II. IMPROVEMENT LOCATION CERTIFICATE (ILC)
Once a building permit has been issued, and construction is underway, and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location
Ceftificate survey (ILC) stamped by a registered professional engineer must be submitted. The
following information must be provided on the ILC;
o Basis of bearing and tie to section corner
o All property pins found or seto Building location(s) with ties to property corners (ie. distances and angles)
o Building dimensions, including decks and balconies, to the nearest tenth of a foot
o Building and garage floor elevations and all roof ridge and eave line elevationsu All drainage and utility service line as-builts, showing type of material, size and exact locationo All easements
Page 5 of l2l0Zl07l02
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NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ADD/ALTCOMMBUILDPERMT Permit #: 8040138
Job Address: 1309 ELKHORN DR VAIL Status . . . : ISSLIED
Location.......: 1289 ELKHORN DRIVE Applied . . : 06/08/2004
ParcelNo....: 210109200001 Issued...: 06/10/2004
ProjectNo.: -pR SOq -6 (86 Expires.. .: 72/07/2004
OWNER TO$IN OF VAII-, 06/0$/2004 Phonez 970-479-2LOO
75 S FRONTAGE RD
vArrJ, co
815 s7
I-,icense: 453 -B
COIqIRACTOR TOWN OF VAIL 06/08/2004 Phone: 97o-479-2L0o
75 S FROI TAGE RD
VAIIJ. CO
81557
License: 453 -B
APPr-,rCArim TOWN OF VAIIr 06/08/2004 Phone: 970-479-2700
75 S FRONTAGE R.D
VAIIJ, CO
815s7
License: 463-B
Desciption:
INSTALL STEELSTAIRSTO STORAGE AREA INPUBLIC WORKSSIGN
SHOP
Add Sq Ft 0
# of Gas Appliances: 0 # of Gas Ings: 0 # of
S0. oo Total Calculated Fees-> 9209.66
So.oo Additional Fees-> (5209.65)
TOIAAIOFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $1500.00
Fireplace Infornution: Reshicted:
DE'ARTMENT oF coMMUMTy DEVEL''MET.TT To vl fubt it't" il.,orfs
Wood Pelleh * FEE SUMMARY
Building--> 9L25 .25 Restuarant Plan Review-->
Plan Check--> Sg1-41 DRB Fee-->
Investiga tion->
will cdl->
S0 - 00 flgcreadon Fe€-_-_>
$3 .00 Clean-uP DePosit->
So . oo Total Pemrit Fee->
go. oo Palnrents->
90.00
$0. 00
$0.00TOTAL FEES-----> g2oe.G6 BALANCE DUE---->
Approvals:Ite'm: 05L00 BUILDING DEPARTMENT
06/09/2004 rRr[ Action: AP
Item: 05400 PLANNING DEPARTMEI{fl|
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBL,IC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatiorl filled out in fulI the infonnation required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto,
REQLJESTS FOR INSPECflON SHALL BE MADETWENTY-FOUR HOURS IN ADVANCE BYIELEPHONE AT479-449 OR AT OUROFFICE FROM 8:(X) AM - 4
PAGE 2
. *ffi **************r*********r**###ffi ***r***{#**t*##***#**ffiffi
CONDMONSOF APPROVAL
Permit#: 804{138 asof 06'1(F2fi)4 Status: ISSUED
PermitType: ADD/ALTCOMMBI-IILDPERMT Applied: 06/08/20U
Applicanh TO\/NOFVAIL Issued: 06/70/2004970479-21n ToExpire: 12/07/2004
fob Address: 1309 ELKHORN DR VAIL
Location: 1289 ELKHORN DRIVE
ParcelNo: 210109200001
Description:
INSTALL STEEL STAIRS TO STORAGE AREA IN PUBLIC WORKS SIGN
SHOP
Conditions:
Cond: L
(FIRE): FIRE DEPARTMENT APPROVAL IS REQLIIRED BEFORE ANY
WORK CAN BE STARTED.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
a
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
ll
Project #:.4- O(8b
Bu
TION
icar,REt"EtyED
j.;i; il I ,:'i,Q4
NWN0FYIn
75 S. Frontage Rd.
Vail, Golorado 81657
CONTRACTOR INFORMATION
General Contractor:
'frutxt r,tf llAtc
Town of Vail Reg. No.:Contact and Phone #'s:
Email address:
contractorsisnature:( /Ll , ,1 6U4
GOMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
oTHER:$ q0OBUILDING: $
rorAL: $ ffiAC"PLUMBING: $MECHANICAL: $
For Parcel # Contact Assessors Office at 970-32&8640 or visit
FOR OFFICE USE ONLY*t*****************s*t******!r:r****
2l cl ootz- caao I
JobAddress: t2g7 EL?HNM DR,Job Name: gl^j €,qr'S fur 5/o't,
Phone: 479 - 2t rt
ll 5f<<9/o!r4Jr qr<q l-1 Lu 9rcn
5 4"'jr'
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo( ) Other()-
Does an EHU exist at this location: Yes ( ) No 0OWork Type: Interior pQ Exterior ( ) Both ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (X Restaurant ( ) Other( )
No. of Accommodation Units in this building: MepCNo. of Existing Dwelling Units in this building:tE
: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burni
Noffvoe of Fireplaces Proposed: Gas Aopliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED
a Fire Sprinkler System Exist: Yesa Fire Alarm Exist: Y
\VAiI\dAtA\CdEV\FORMS\PERMITS\BLDGPERM. DOC 07 t26t2002
tl
Questions? Callthe Building Team at 479-2325
Depaftment of Community Development
ProjectName: e W 5r e,u Suo? ft*tBs
projectAddress: 12 87 Ftl<Nogtt Da, ltAtL Cn ?1672
o
o
0
D
o
o
o
o
o
o
o
B
o
D
o
o
This Checklist must be amoletd before a Building Permit apnlication is
aceoted,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a MulU-Family complo<
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe
allowed on roadwavs and shoulderc without written aooroval
Asbestos test and results submifted if demolition is occuning
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(s sets of plans for Multi-Family and
Commercial Buildings)
Window and door schedule
Full sbuctural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report 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
Applicant's Signaturer
Date of sub
\\VailWata\cdev\FORMS\PERM ITS\BLDGPERM. DOC
Received B
04t02t2003
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 Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeKs,
All commercial (large or small) and all multi-fami[ 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
depaftments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible,
I, the undersigned, understand the plan check proceidure 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:
lr/ 5
F:everyone/forms/bldperm3
I
KJJ'r'^t$/.J\.....-....- .r. /
TONOTUAIIIY
HOW DIDI'YE RATE WFH YOU?
Town of Vail Survey
Community Dwelopment Deparfnent Russell Fonest Directoc
(970)179.2139
Check allthat applies.
1. Which Departnent(s) did you contact?
Building _ Environmenbl _ Housing_ Admin
-Planning . DRB _ PEC _
2. Was your initial contact wilh our staff immediate_ dow _or : i
no one available ?
3. lf you were required to wait, how long was it before you were
helped?
4. Was your proj,ect revierved on a limely basis? Yes / No
lf no, why nof?
5. WastrisyourfirsttimebfileaDRBapp-PECapp_ iBldgPermit-l.l/A I i '" i' '
6. Please rate fie performance of tre stafi person who assisbd you:54321Name:
(knorledge, responsiveness, avdlabil'lty)
7. Overall efiectiveness of fre Front Seruice Counter. 5 4 3 2 1
8. What is the best time of day for you b use the Front Service
Counter?
9. Any commenb you have which would allow us to better serve you
nexttime?
Thank you for taking the time to complete this survey. We are
conrnitted b improving our seMce. ,
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07-26-2044 hspectlon Request Reporting
6:4! am VruU. CO . fOWn b-f _ . -Page 13
Recuested lnsDect Date:' Inspec'Hon Area:
Slh Address:
1F#.r, Juty 26,2004
1309 ELKHORN DR VAIL
12S9 ELKI-IORN DRIVE
A/P/D lnformadon
Aclrvhv: BO+O138 TvDe: A.COltM Sub Tvp€: O Sidus: ISSUED
Consl Tvt6: occuoaircv: U'se: lnsp fu€E: JFIM
orwier: ToltllN oF vAlL Phone: 97&4792100
ADpilcant: TOI/\,NOFVAII Phone: 97O4792'l0O
Co'ntraclor: Tol/t N oF VA|L Phons: 97S4792'loO
De6crlptlon: TNSTALL STEEI. $T IRS TO gTORAGE AREA fN Pt BLIC WORKS SIGN SHOP
Reouested Inspecdon(sl
Item:
Requestor:
Comrnents:
AEggn€d To:
Aclion:
70 BLDG-lllisc.
TOWN OFVAIL
slon shoo silaks
JIilONDfTAGON
Reeuestedorime: 3#3#
Enlered By: DGOLDEN K
Time Exp:
lnspecdon lllstorv
ttom: 10 BLDcFFooflffrs/Steel
nem: 20 BLDc-Found-dorvstsl
ft6m: 3, BLDG-Frsmlno
It m: 50 BLDG.lnsuffi6n
liem: 6{l BlDG-Sheelrock Nall
ttom: 70 BLDG-MFc.
llem: 9() BLDG-Flnal
ttsm: 53O BLDG-T€mp. C/O
Item: a?2 PW-TEMP.-C,'O
itNm: 533 PLAI.I-TEMP. C/O
llem: S7 PLAI+FII'IAL CtO
lt€m: $8 FIRE-FINAL C/O
Item: 539 PW-FINALC/O
It m: 5{} BLDG-FImIC/O
Itsm: 21 P|AN-ILC Foundatlon Plan
nem: 22 PLAN-ILC Slt€ Phn
REPT131 Run Id: 2L29
&i'
unF/6#*
Design Review Board
ACTION FORM
Departrnent of crmmunity Development
75 South Frontage Road, Vail, Cobrado 81657
teli 970.479.2139 f axi 97 0.479.2452
web: wwr r,ci,vail.co.us
ProjectName: TOV DOORCHANGE
Project Description:
REPI-ACING 2 GAMGE DOORS ON VEHICLE WASH ATTHE PUBUC WORKS SHOP.
Pafticipants:
OWNER VAIL COLORADO MUNICIPAL BLDGOS/20/2004 Phone:
75 S FRONTAGE RD
VAIL
co 81657
License:
APPUCANT TOWN OF VAIL
75 S FRONTAGE RD
VAIL, CO
81657
License: 463-8
COT.ITMCTOR TOWN OF VAIL
75 S FROTITAGE RD
VAIL, CO
81657
License: 463-8
ProjectAddress: 75 S FRONTAGE RDWESTVAIL
Legal Description: [ot: Block Subdivision:
*,Parcel Number: 210106400003
Comments: see conditions
DRB Number: DR8040427
OBl20l2O04 Phone: 970479-21tF
oslzolzou Phone: 970479-21-Q0
Location: 1289 ELKHORN DR
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval; 0813t12004
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 constitute 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.
Cond: 202
Approval of this project shall lap and bcome void one (1) year following the drE
of final approval, unless a buildlng permlt b issued and construction is commened
and is diligently pursued torrard complcUon,
@nd: CONd)0669
Applicant shall rnabh all new garage doors to odsting garage doors, both in style
and color, at Publb Works facility
Entry: 08/3V2qH By: ee Actlon: AP
Bisabeth Eckel DRB Fce Pald: $20.00
General Information:
M inor Exterior Alteratlons
Application for Design Review
Departnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97 0.479.2139 fax: 970.479.2452
web: www.vailgov.com
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Departrnent. The
project may also need to be rs/iewed by the Town Council and/or the Planning and Environmental Crmmission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of lhe Request:
RECEIVED
a.UG 2 0 ziit:tr
Location of the Proposal: Lot:_Block:_ Subdivision:
Physical Address: | 2*'? E4kho'.^ [}r v*
Parcel No.:(Contact Eagle Co. Assessor at 970-328-8540 for parcel no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
2,
E-mail Address:Fax:42?-2t 66
Type of Review and Fee:
tr Signs
E Conceptual Review
tr Ne$/ Constructiontr Addition
E Minor Alteration
(multi-family/commercial)
tr Minor Alteration
(single-family/duplex)
{Cnanges to Approved Plans
D Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For consbuction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board,
No Fee
Page 1 of 12104128104
TOI4'NM
MINOR EXTERIOR ALTERATIONS
TO BUILDING AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site
improvements. Proposals to add landscaping do not require DRB approval UlSg they involve
the addiUon of patios, water features, grading, or the addition of retaining walls.
@7All pages of Application is complete
@ Checklist is completed and signedE Stamped Topographic Survey*, if applicabletr Site and Grading Plan*, if applicable0 Landscape Plan*, if applicable
E,' Architectural Elevations*, if applicable[n Exterior color and material samples and specifications.
O Architectural Floor Plans*, if applicabletr Lighting Plan* and Cut-sheet(s) for proposed fixtures, ifapplicableE Title repor!, including Schedules A & B to verify ownership and easements*
E Photos of the existing site and adjacent structures, where applicable.
O Written approval from a condominium associaUon, landlord, and joint owner, if
applicableE Site-specific Geological Hazard Report, if applicablex
O The Administrator and/or DRB may require the submission of additional plans,
drawings, specifications, samples and other materials (including a model) if deemed
necessary to determine whether a project will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Please submit three (3) copies of the ntaterials noled with an asterisk (*).
x*For interior conversions with no exterior changes, the submittal requirements include a
complete set of existing and proposed floor plans, a title report, and written approval from a
condominium association, landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
Project Name:
Contractor Signature
Date Signed
fJ
Buildinq Materials
Roof
Siding
Other Wall Materials
Fascia
SofRts
Wndows
\MndowTrim
Cayo-e-e'Ooors J -
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Rebining Walls
Exterior Lighting
Other
PROPOSED MATERIALS
Tvoe of Material Color
4".1
Notes:
Please specify the manufacture/s name, the color name and number and attach a color chip.
Page 6 of L2l04lz8l04
Designed tor high use, high molstute
andlar appttcatlons that require a heavy duty
insulated section.
Provldlng you with durability, security and energy
saving as well as exceptional appearance br years
to come, our 3'insulated.section opfion gives you a
solid, high strength door produc't ttrat has ma(imum
thermal prc,tection, corroslon resistance and minimal
moisture absorbsion.
Solect our 3'insulated section oplion with any
Survivor.'l door hardware package and create a system lhat feaUres galvaniZed
and other top quality comi:onents to match your buildlngs'individual needs.
Survivor,' Platinum, Gold or Silver hardware packages are availabte for this option' Choose from 3
countefialance systems to maximize your door systems effectiveness.
. Car &Truckwashes
. Auto Dealerships
. Service Stations
. Marlne Errvironments
. Salt Sheds
r Ambulance Center
and many more...
Applications
Food Processing
Material Handling
Cold Storage
Chemical Plants
Manufacturing Plants
GementYards
. Llvestock Facilities
. Poultry Farms
. Slaughterhouses
'Vegetable Warehouses
. Fertilizer Plants
. Farm Service Shops
TOWN
DEq I
STHr'
By far the leader of the industry.....
Orir 3" Sections are roll'formed frpm hot dlpped galvanlzed com-
mercial quality steel offering an R-value of 15.2.The exErior 4dtE: l.+ t
interior ekins are 20 ga. pebble ioctured ttt"t, pt".sui- Oono"i-,," ,.. V)
to an extruded, closed cell polystyrene which does not absorb Dr^' '
moisture common with expanded polystyrene (bead'board type)
products. The exterior and interior skins are sepanted to brm an
etfectlve thermal.barrier. The weatherstripping tetween each E!
secdon provldes a weatherdght sealfor thermal efficienry-
End atllea are mahuhcturEd with 't6 ga. galrranized steelwith a
' durameter $ermal break
Tongue and groove nil design pranenUng'wEter'tape" and
potenlial door damage due to accumulated and/or frozen mois- r{t
l|lESlarl
ture br maxlmum secdon life. ;5r-
or stralnless steel hardware
fanmericon
08/lS/200414:61 FAI 218 ?51 6551 rtmlcAl{GDS Eoos
Throughotit tr'1q5e pages You1l
cllscover the cornpleE range of
STYROFOAM br6nd Insulalon prod-
ucts anct sysEms for ev€jy comrner-
ctal. rcqnng geoEchnlcal and low
trrl1pc1"ure project you rruy be
lnvolvect ln. Use thls brochure b lden-
dly me STYROF1SAM product berlr
suted to your appllcatlon. Then call
the appraprlate bll-free number lbr
procuct €vallabllhy or technical
llFrau.rre.
.Tnqtn'Jh Of fll D.rr .',lrrrls.I | :tlF&rr!
STYROFOAM Brancl InsulAtion-The Rig ht
Insulatlon For Every Application.
PROVEN PERFORIVII\NCE
Shce lts lntroducflon In 1 948
STYROrcAM brand lnsulaton, tlle
Al€. eitructed polystyrEnetoarn. has
Deen a prc,ven p€rfoffn€r ln m[lons ot
i.lstallaEons \,rrorlctwlcle. The reason
lts unlque Ugnt dos€ct cdl strusurc '
leaves no volds beNeen ne celgTne
resulE hlgn compresslw stEngrth and
unequaled nesEEnce To warer pefie-
gadorL
Butdon\ El€ our wortttbr E llb ancl
lld6 Esrstudles dearu ctocumentme
penbrmance of STYROFOAM brand
Q
products. These !es-t rcsults (grapd- .
caly represenEd on thls pagd make lt
dearnat STYIOFOAM brand
Insulatlon conslstemy ouferlonnsqnpcddve hsladng materlals In tfi e
lab and ln ure rud woflct An6 rnars
wnyure can qttera 1 s-lEarumld
U'|elmal pertorrnance warranv, tie
rnost @mprchensnre m€nnal warEn-
ry h rne hclustry. conEct ygur trlow
t1rp.€senEd\,c for rnore cletails
water submerslon L3b Test
lnctlcaEs nol / mucn waEran Insua-
flon pn)dud absorbs when subJecFd
to moisturc in a llquld fbrm. fiCst
Mernoct ASTM O 2842.'llstwas
conducEd Ery oow'TEchnEel seMce
&DevelopmertGroup,
ra.06a€.xlvsTngr
/
I tt
/|'
1-l"o!*
at-{-Erl
E
'10 ll
TIIE OAYS
R-value Retenuon L'ab'Tes[
lndlcates !i1e reElned thermal resls-
tance of Insubdon Pncducls wnen
subjesled F molsRrreh a llguld?ornt
lor over 200 nours. (Test Merhocl
ASTMC5l&C 17n.
]esl was condustccl by Onech
|ntemaf,onal.
00
s
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m
6a)
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88,gril
friFF:t|l rxirfdcnd
F0lrravttla
-aafr
ti!6FtraE
:)i!
R-vaue Rsterfi ortFleld Test
lndlcates fie Gtaheo fiermd I€sls-.
tancr of lnsuladon praclucB aner a 5 '
v€8rEstFerloo.IEstwas cordtJc"led .
by ure US. lrmy conJsof Englneers'
coldRcgk nsResearcnancl
Englneerhg uborabry (cRREu.
)
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l|rta lnt,|li htly'-,t!aufetHt||q{rrn*o
n
0E/LS/2004 14:61 Fatr 21E 751 6551
ENVIRONMENf,AL
ACTIVITIES
LIMITEDTHERMAL
WARRANTY
DOWHELPS
AUERICAN CDS Boo4 ,t . ,'',.
' r.:i
07|200,Do1r/
Buyune 2gl0
DOw flas El(en a leadershlp role In
deflnlng and lmplemenung sotudons
to envllorunerYlEll concems.
By July r 99O, Dow had compteHy
Prused out CFCS ln STYROFTAM
DEnd prooucrs at a[ nlne o? lts Nortl
Amencan pEnE, Slx European pEnts
and a|l plantsln Japan and Erazlhave
also Deen converEcL The wortfs
large$ mandac'nirer of exBuded
pofysryrenetoarn and the largest U,S,
suppllef Dow was thellrst to Degln
converslon, shoruyalEruecorrela-
Uon betu/een CFCS and ozonedeple.
donwasmade.
Thls qulct( response was rnaoe possl-
ble by extensive researcn begun in
I 974. whlch yletded cFC subsutures,
samples manuladured at fiar dme
nave since undergone long lerm
insuladon value aglng !e$s and exEn-
sfue physlcal prcperv Esdng.
STYROFOAM brand producE are
manufacrured wm HCFC blo\fflng
agenE wnlch have ozone degle{onpolendals over90 percemless than
sEnclard crc b|owlnE aEentg
STYROFOAM Drand prcduqG can fre.guerrty be r+used. a/en afErclecades
ln place. ln commercial buildlngs. low
€rnperarure lbdlldes and rnarlne
oocKs, STYROFOAM brand producrs.
peruolady rcof Insulatbn - hrnE been
Salvagecl ancl rc-used wnue otter
bullcllng componenE arc dFcaft ed
Procluct r€-u* ls the ulfmate w€y E
sirye monq/. conscrve enerlu/ and
mlnlmlze con!:lbutbns F the wasE
srearn
.. .. ll' }1.1i'ii'
ozone Deoleuonpor€ifiit n'edubeo
By Over 9096
The reason iorthe estaDtlsned Insutat-
Ing penbrmance ls rhat rhe structlre
and composllon sf STYFIOFOAM
brand insulauon provloes ne proper-
ues tnat curD tfiernal drtft - ue contn-
uous loss of R-value ln most ofier
rlglcllbam Insulatlng producrs.
The R-value ot STYROFOAM bGnct
Insulaflon prooucts is 5.o Der Inch
@ 75oF me€n temperature gnd manyprooucls are backed up by a 1 5 year
Llmlted Thermal warGntv,.. : .i ..'
.4L,:i!l i€=r'
Ll,tllTED
In sdecdngSTYROFOAM bEnd Insu-
latlon. you'rc not only getdng superlor
producls. you're Epplng lmo Dow's
vast resources For exarnCe a slmdephone cail carl putyou In buch wtm
orc of ourinsuEdon maErlalspechF
lsts, a hrghly sl{lled prcEsslonal who
czln pl,l?vkle you wltll tecnnlcd assF-
tnce along the way. lrcm rne blue-
prlnG stagc rlgm lhfitugh ulcomp|e!orr
For producavE[abltw orfi e name ofyour local silbs rcpnesenbdve.
cail 1-eoo-232-2436.
For addldonal Iniormadon orEchnEal
and case studles lltE zrtllre onany of
tre Insulaton prpduqts and syscms
llsEd h rils brocnule, call
1€d).441-4369.
tF.;
@ ootAilERICAN GDS08/L9/2004 14:51 FAI 218 751 6551
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AIVIERICAI\
GARAGE DOOR
SUPPTYCOMPAI{Y
TOLL-FREE 1 {00-233-1 487
WASH-BAY
DOOR SYSTEM
FOR CARITASH AND OTHER HIGII MOISTI'RE
APPLICATIONS
gct NvSruIf,Y 1999 I9l 8rz rvd zl tl to0z/61/to000 E
E. GALVANIZED
TOFSION
BRUSH
wEATHlns!aL--
c. ztNc GALVANIZED
T ON SPRINGS
. ixib:i["*
CALVAI{'ZEO TRACK
CORROSION REIilSTANT
JAMB DETAIL.
B. STAINLESS STEEL CAB
D. TIOT.DIPPED
GALVANIZED
HEAVY DUTY
ST|LES
-
A. "MAGNUU"
CARWASH
ROLLERS
F.1' GA.
HEAVY DUTY
I{OT.DIPPED
GALVANIZED
AND HAROWARE
G. INSUI.ATED
wtNDOWS
(12. X 24')
zooD s(D lrclwnv r990
Be-cause ,.of the hrgh morsture/hrgh cycle charaderrstrcsof the typfcat carwish sttuiton, lmeir".n Garage Dgorsupply has combrned ilre attrtbutes oi severat excertentproducts to provrde you wrth a htghry rust free doorpackage that rs.easy to Instail anJ wirr-Ji"" you years oftroubre and marntenance trte operailon.- unrire standardpackages, this p_ackage offers standard features whrchll: highly specrfrc to your trigh 'morsi*"-irr"r'
needs.Thls package *!!J lor only .OC to ff, ,.iu. of your
ly1dflq, bul w't hefp i*p Vour operation runntng moresmoothly wlthout profrt tois-gr1e. ti *ily servrce carrs,unsightly door appearance or hlgh malntenance eosts.
1'@sections
ar€ 3'rolt formed rrom hot-dipped
::Ii::::-":Il"i"l"t oy*,r srcer ofrerfns 8 R.vrrue of r5.2. rhe arariorand Inlerlor skins are pebblo textu?ed steel preasure bonded ir-' ,r'lorro"o"tclosed ce[ porystyrrne whbh does not absorb moisturc as with common beadtype polystyrene. Errerror end Interror skins are seps?at€d to ,orm aneffectlve lherner barilor. waatherstrrpprng between each section providcs arcalherllght rear. Sacuon mecring raris aie of tongue and groove desrgn whichreducee the opportunity for rnoisturo ro accumurats and d€troy
'ecriorc.End stifes ere manufactulrd rrom 16 ga. garvanired sreer saparated from tiesteef skln wlth a durometel thermal brealr.
2.
A.:'M
B. STAI
- MA*NUM" FoLLEBS- Drsrgned speciaty for the ca'aeh appricaron
:H.ii'jri ::ri"-.tr a doubre ceared precisron bearrns which w'r rasr r00! ofthousbnds or cvcres rnd requires no ruurrlario":#"J#';r:1JlJLo*rtthis rtiilsr uillzes a u.H.il.w poryarhyrena fire and prated shafl that wilr grvryour operalron y3a?s of quret, rust free end dependabte scryica (s.e !ft.ch.dllt3ratur. and ferturee sheet.) - r--'-!'!
- r r!.r'.'bF,\, ct I EEL (rAltLE. Unlltg rbndafd galVrnfZed Cabb WltlChwlll rurl, fray'rnd eYentualty maf. S6inlcss rteel ceblc wllt provtde youwilh ru3t end troubte frae pcrformrncr.
8oo B r99S I9l 8rZ Wd
rrt I-IJA f
double
angrc mount trad(
Nid(elplaEd chaln
Nlckel plated chatn
'.1
TC90 r9l rra rvd zs.iT t00z/avt0
TEFC Motor
ffoE[y Endosed Fan Cooled
Motor)
s(D t{vtrr8f,YEOO E
E
4/
F.
Ot
H.
H,
C. ZINC GALVANIZFD TORSION SPRINGS- Amartca's
finerl lully hot.dlpped galvani:ed torsion sprlng. Longer lasling and
cotrosion/rusl rcsislanl thb syrtem ls ctenderd with 20,000
operating cydes compared to atendard torrlon sprlngs wlth a 10.
12,000 cycle llfe. Also evailable In hlgh€r cycle llves of 40,000 and
80,000 cycles. These rprlngs will help elimaneto unsightly 'drlp-
.down and will not be as susaptable lo brrakage du. to rusl.
Hearry duty 16 ga. slilos provlde a solid rust resistanl
basa lor lhe atlachment of hardrvare.
E. GALVANIZED TORSION SHAFT. Longer lastlns th.n stand.rd
sleel shafls lhis leaturc helps eliminate unsightly "driplown" and
breakdown due to rusl.
HINGES AND HARDWARE- A[ hlnges arc 11 sa. hot-dipped
galvanired ste€|. Longtr l*tlng then standard 14 or 16 ga. This
featurr wlll give you yeats of trouble-lree corrosion resigtant use.
G. (1 window provlded with peckagell2' X A"
r/8- SSB double Inculatad glass ofiars marimum vlsibilily wilhout
sacrlllclng sccurlty to your opeatlon.
FULL VISION SECTIONS AISO AVAILABLE.
. ProfHee e
wsath€r tight rcrl around the pcrlmeter of the door lo kaep heat In end
blowlng snow, rain and wind out. This product is highly wsar-resistrnt and
does not crack, stiften and peel as quicHy rs wlth standard vlnyl
weathrrseals.
PILLOW BLOCK END BEARINGS ( ynnr GREAsE n{sEtrTsF H.rvy duty
Indurtrhl s.elcd cnd bc.rlner dsnd up lo high oyclc ond hlgh noiaturc anar. Bearlng
hou.lng hrr grcaro Inrort lor rrry lulrlcallon.
PUSHEH SPRINGS- K..p! cor.t ni pnrurc on doo? to prcycnt clbba from
trtllng cFarurnr-
1999 I9Z 0TZ IYt 89:tI t00Zltll80
SOLID SHAFT- lor lrcrrhrft op.Etor rppttcettonc or hlgh oyotc u..
s(D }{vslusxv0r0I
Used on standa?d radlus hccdroom or
t
t
t
I
t
red on standa?d radlus hc.droom or low-headroom tmck style doors.
Wash-Bay Special Features
Totally Encloged lan cooled molor, l/il or l/2hp.
Wrlrrtight clcctrlcal enclorure
Watertlght control rtation
t{lckel phlcd rolhr chain
Whcd lor casy inrtallatlon of reycrslng tyslem
Standard Eleclrical Features -\j'
1) Industrial oize 0 across.lha.line magnelic ?.ve]tlng st.rtor
2) High starting torqu6, contlnuouc duty, induttrlrl motor
3) ilotor ovsrload protsction
4) 24 VAC control circuit
5) 3 butlon oonlrol statlon. OPEI{/GLOSE/STOP
6) Drlven llmit swllchec. tully adjuslable
7) UL llsled
Standerd fcchenical Fcolurm
1) Etficient V.belt primary drlye, chrln rprockrt rccondery.
2) HGevy duty gelyanlzrd doublr tngb Inck for up to 12' high door.
3) Adlustablg frlcrlon c|||tch
4) Itlo. *f8 nlckel platod roller chain
5) Ouick dlsconnGct door erm f,or cmergcncy m.nual door operatlon
6) llotor romoyrblr lrom oprntor wlthout .fbctlng llmit settlngs
7) Door speed rpprorlmately one foot pcr sccond
llany ol our customcrs havc the oppodunity to ulilize thlc optlon. It a remole
roon }t adircsnt to the wesh bay, The control clrcuit and notor head may br
locatcd In a moirlurr frcc environment .linanallng thr natd tor NEIIA 4
.''
s(D Jlvcl88f,v
,, :' .11'
. IC90 .Igt 3Ie.lvd 89:tI t00al0tl80
(watsrtight) cnclosurc or TEFC motot. To lollow |l a lyplcal appllcatlon.
..rr0E
3)
4)
s)
6)
7l
llotor overload protection
24 VAC control circuit
3 button control station- OPEI{/CLOSE/STOP
Driven llrnlt rwitchcs- tully adiustable
UL lisled
St4nqard llechanlcal F.etures
t) Efficiont V-belt primary driva, ehaln sprocket r€condary.
2) Adjuslable trlclion ctutch
3) Floor level disconnsct fot omergency minual door operailon
4) Oulck dlsconnccl door arm lor lm.?gency manuel door operation
5) Self locking reductlon system. Elimlnates need for electric breke
6) llotor r.moyable fiom operaiol walhout efteclinE timit setilngs
7) Easily convertad lo left or rlght mounling
8) Door speed approximatety 2/g toot per second
inq Kit- Revers€s door upon contect of obJect in doonray.
Consfsts ol
plug. Trredlc
treadlehose {Specify bngth), extsrtor raled aarcwitohr coll cord and
horc is placed inside boltom rubber ol door.
Kit. Reverses door when objeGl is in doorway. DOOR
DOES NOT NEED TO IIAKE CONTACT WITH OBJECT. Slgnal beam is projected acrose
vehlcle paec, When beam ls broken door will stop it's path end revsrse to the
opcn posltlon. ldorl lor wash bay rituatlons.
Artlsian Tlmer- will close or open door after a preset tlme limit. Tina may
ba rseel at any tlme.
Keved Control Station- Provides automalic door access lo t(dy hotdcr from
outdde of buildlng whon entrancc door ls not avallable.
\
8r0 E
Vahiclc Looo deteetor- R.gulres wlrr loop rmbedded tn ground to conn.ct to
detcctor. whcn vehlcle prces over loop clgnal ls sent to open or clos€.doo?.
1999 I9l 0TZ lld 89 ItI t00zl6ll80's(D NVSIUIIY
3)
4)
5)
6)
7l
. { {-.!,a' ';!. -.e rJ* rir;1& \; ..,*-,".'d.--.
llolor overload protection
24 VAC control circuit
3 button control dation- OPEN/CLOSE/STOP
Drlven limit swltchcs- fully adiustable
UL lisled
Stenda:d llechanlcal Featu?e3
l) Efficient V-bell prinary drive, chaln sprocket racondary.
2) Adlustable friclion clutch
3) Floor level disconnecl lor cmeryrncy rnanual door operatlon
4) Qulck disconnecl door arm for rm.rgency mrnuel door operation
5) Sell locking reductlon system, Elimlnates need lor electric braka
6) Motor removable f?om operalor without effeclinE limit settlngs
7) Easily convsrled to lefl or rlg[rt mounlang
8) Door speed approximalely 2/3 foot per sacond
Pnuelnatlc Reversino Kit- Fevers.s door upon contrct of object ln doorray.
Consists of treadlehose (Specify length), erte?tor rated airswitch, coll cord and
plug. Treadle hose is placed imide boltom rubbet of door.
Photoeve Reversino Kit: Reverces door when obiect is In doorwry. DOOB
DOES trloT NEED iO UAKE CONTASI WITH OBJEgr. Slgnat beam is projeoted aoross
vehlcle pa$. When beem Lr broken door will slop it's palh and reverse to tho
open posltion. ldcel for wrsh bay rituetlonc.
Artisian Tlmlr- Will close or op.n door after a preset tlme limlt. Tirna may
be rpset et any tlme.
Keved Gontrol Station. Provldes rutomatic door access to key hotder t?om
oulside of bulldlng when sntranca door lc not avallable.
Vehicle Looo detector- R.qulres wlrc loop embeddsd In ground to conn.cl to
dcloctor. When vehlcle FrsaS ovar loop clgnal ls sent to open or cloae.door.
\
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Design Review Board
ACTIOIT FORII
D€partm€nt of Commonity D€velopmcrt
75 South Frontage Road, Vail, Coloredo 81557
tel:970.479.2139 fax:970.,t79.2452
webl wYvw.vailgw.com
Proiect Name: TOV PW BLDG REROOF
Prciect DescripUon:
3 RESOURCE SQUARE
10815 DAVID TAYLOR DR
CHARLOTTE
NC 28262
CONTMfiORG&GROOFING
P.O. BOX 817
FRISCO
co 80443
License: 124-5
APPLICANT TOWN OF VAIL
JOHN GAUEGOS
1309 ETKHORN DR
VAIL
co 8I6s7
Project Address: 1309 ELKHORN DR VAIL
TOV PUBUC WORKS BUII..DING CENTER PORNON
DRB Number: DRB070'146
0812412007 Phoner 970{68-5552
RNAL APPROVAL FOR THE TOV PUBUC WORKS ROOF REPLACEMENT SAME FOR SAME
Pafticipants:
owNER ALLSTATE INSUMNCE CO 0812412007
0812412007
Location:
legal Descdption: Lot Block Strbdivislon: VAIL ULl-AGE 8TH. FIUNG
Parcel Number: 2101-092-0000-1
Comments: SEE CONDffiONS
MoUon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTIOI{
Action: STAFFAPR
Date of APPrcvalz 0812412007f/f
Cond: I
(PLAN)l No changes to these plans may be made without the written onsent 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 constnrction activities.
C.ond: 201
DRB approval shall not become valid for 20 days following the date of approval.
t'
Cond: 202
Apgo'nl of $b ptoject strall lapoe and bemme voil one (1) year followlng the dtr
of final appural, unless a butrdlng permn b bsued and omfuction is omrnened
and is diligendy pursued toward comphthn. ' l
Planner: Joe Suther DRB F* Pdd: $25O.OO
M inor Exterior Alterations
,1ft APPlication for Design Review*ffiP "ffi*h1ff1;g,gpi,{,T":-" Ki-t
Generat Information:
All projects requiring design revial must receive approval prior to submitting a building permit application. Please \-
refer to the submittal requirements for the partifllar approval that is requested. An application ior Design Redew n
cannot be accepted until all required information is received by the Community Development Department. The l/ .poect may also need to be revieved by the Town Council and/or the Planning and Environmental Commission. \ |
Deiign review approval lapses unless a building permit is issued and construction commences within \/
one year of the appruval, ^ , 1/\
Descriptiop of the Reqgest:C.r^-{". SC.*\td
,----A(f\7l t =>cc_r4€ iotr SF(o(( \/
Ce-!..-\qr \)q\-)lq'\ O f Ko\Jlh c>o,t tk f\, \)Urlat€'
I.-
Location of the Proposal: Lot:-Block:- Subdivision:- aC
physicatAddress: /7 F? C '' "-.n D( /,al l, Qo f
parcet No.:-Zl Ol Ot ?dooo I (Contact Eagle @. Assessor at 970-328-86210 for parcel no.)
Zoning:
Name(s) of Owner(s):
-
Owner(s) Signature(s):
Name of Applicant:
Type of Review and Fee:
O Signs
tr Crnceptual Review
New Consfuction
Addition
Minor Alterdtion
(mulU-family/commercial)
Minor Alterauon
(single-family/du plo<)
Changes to Approved Plans
Separation Request
$6s0
$300
ffiT
o
o
f,
o
D
$s0
No Fee
Plus $1.00 per square foot of total
For consbuction of a new building or
For an addition where square
commercial building (includes 250
For minor changes to buildings and
re-roofing, painting, window additions,
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window addfions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
7f = T4o{t
Mailing Address:
Phone:
i-i (r; tri tl \Y ! R
lllebuild. Itl
led to any residential or l-i
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I, (printnut") G[..^ 6^//'*oF, ajointownerof propertylocatedat
t)
provide this letter as written approval of the plans aatea 5v | 9 ' t? ' O 7
which have been submitted to the Town of Vail Community Development Department for the
proposed improvemenb to be completed at the address noted above. I understand that the
proposed improvements include:
GaGo€ i:"?3 lrqwqA(S KIDC
Additionally, please check the statement below which is most applicable to you:
D I undersgnd that minor modifiations may be made to the plans over the couts of the
review procus to ensure compliance with the TownS appliable codes and regulations.
Qnitial herQ
D I request that all modiftations, minor or otherwisq which are made to the plans over the
aurse of the review process, be brought to my attention by the applicant for additbnal approval
fufore undergoing further revEw by the Town.
(nitial here)
*m MINOR EXTERIOR ATTERATIONS
TO BUITDINGS AT{D SITE IMPROVEMEI{TS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals invoMng minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB apprwal unless they involve the addition of patios,
water features, grading, or the addition of retaining walls.
I. SUBMITTAL REOUIREMEI{TS'T*
o Stamped TopograPhlc SurveY*
o Site and Grading Plan*
o Landscape Plan*
o Architectural Elevatkrns*
o Exterior color and material samples and specifications'
o Ardritectuml Floor Plans*
o Lighting Plan* and Aft-sheet(s) for proposed fixtures
o TiUe report including Sdredules A & B to veriff ownership and easements*
o Photos of the o<isting site and adjacent sbuctures, where applicable.
B Written approrral ftom a condominium association, hndlord, and joint owner, if appli:able
B Site-specific Geological Hazard Report, if applicable*
o The Administrator and/or DRB may require the submission of additbnal plans, drawings,
specifications, samples and other mabrials (including a model) if deemed neaessary to
determine whedrer a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated'
Please sabmit three (3) copics of the materials notcd with an asterish 0.
**For interior conversions with no exterior changes, the submittal requirements include a complete set of
exisung and proposed floor plans, a tiUe repo( and writGn approml from a condominium association,
landlord, and joint owner, if applicable.
I have read and undetstand the above listed submlttal requlrements:
Prcject
Contractor Signature
F:\cdev\FORMS\PERIIITS\PIanning\drb-minor-aft-1 1-23-2005.doc
LLl23l200s
Page 3 of 13
Planning and Environmental Commission
ACTION FORM
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 Jax: 970.479.2452
web: www.ci.vail.co.us
PrcjectName: TOVShops PECNumber: PEC020019
Project Description:
Amendment to a dE elopment plan
Pafticipants:
OWNER Town Of Vail 0411712002 Phone:479-2444
1289 Elkhom Drive
Vail, CO
81657
License:
APPLICANT TownOfVail 041|il2002 Phone:479-2444
1289 Elkhorn Drive
Vail, CO
81657
License:
PrcjectAddressr 1309 ELKHORN DRVAIL Location:
Legal DescripUon: lot: Block Subdivision: VAIL VILLAGE 8TH. FIUNG
Parcel Number! 210109200001
Comments:
BOARD/STAFF ACTION
Motion By: cahill Action: APPROVED
Second By: hartman
vote: 6-0 DateofApprovalz 08lL5l20OZ
Gonditions:
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: CON0005502
1. That prior to submittal for a building permit, the applicant submits additional
information regarding erosion control for review and approval so that staff can
ensure that proper erosion control measures will be taken,
Planner: Allison Ochs PEC Fee Paid: $0.00
,r-m
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 Jaxt 970.479.2452
web: www.ci.vail.co.us
Project Name: TOV Shops Addition DRB Number: DRB020101
Proiect DescripUon:
Addition of 6,725 sq. ft.
Participants:
OWNER Town Of Vail 0412312002 Phone: 479-2444
1289 Elkhom Drive
Vail, CO
81657
License:
APPUCANT Victor Mark Donaldson 0412312002 Phone: 949-5200 ChrisJuergens
Box 5300
Avon, CO
Chrisj@vmda.com 81620
License:
ProjectAddress: 1309 ELKHORN DRVAIL locauon:
r€gal Descrlption: Lot: Block: Subdivasion: VAIL VILLAGE 8TH, FIUNG
Parcel Number: 210109200001
C,omments: DRB on 5/15 - directed to staf approve
BOARD/STAFF ACIION
Motlon By: Action: SIAFFAPR
Seond By:votei DateofApprovalz 081t512002
Conditions:
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).
Oond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to @nshuction activities.
Cond: CON0005500
Phase I addition only.
Cond: CON0005501
Must submit details of e><terior lighting prior to CO inspection
Planner: Allison Ochs DRB Fee Paid: $O,OO
{>_-
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
June 10,2002
A request for a conditional use permit and an amendment to a
development plan in the General Use Zone District, to allow for an
addition to the Town of Vail Public Works Facility, located at 1289 Elkhorn
Drive/Unplatted.
Applicant: Town of Vail, represented by Victor Mark Donaldson
ArchitectsPlanner: Allison Ochs
il.
DESCRIPTION OF THE REQUEST
The Town of Vail is requesting to expand the Town of Vail Public Works Facility, located
at 1289 Elkhorn Drive. Primarily, this request is driven by the potential elimination of the
Old Town Shops, located at 890 S. Frontage Rd. The Old Town Shops are primarily
used as storage.
As the Public Works facility is zoned General Use, a conditional use permit is required
for any additions to the current structure. Specifically, the applicant is requesting to add
approximately 6,844 sq. ft. lo the existing Town of Vail Public Works Facility. The
proposed uses for this addition include additional fleet bays, electrical storage, sign shop
and tratfic control storage, and an additional stairway to accommodate egress. In
addilion, the applicant is proposing to reconfigure some existing interior spaces to creale
additional office space, a locker room, restroom, etc. Reductions of the plans have been
attached for ref erence.
A future phase of expansion to the Town of Vail Public Works Facility is also indicated
on the plans. As the plans for Phase 2 of the expansion have not been finalized, this is
not under consideration today. Phase 2 includes 11,448 sq. ft. of addilion floor area,
and includes reconfiguring many of the existing uses on the site, substantial regarding of
the site, and a possible amendment to the Master Plan.
BACKGROUND OF THE SUBJECT PROPERW
The Town of Vail Public Works and Transportalion Department currently operates from
several sites within the Town. Most facilities are located at 1289 Elkhorn Dr. Some
transportation offices and bus operations are located at the Vail Transportalion Center.
The Old Town Shops, which lormerly housed Public Works operations, is used for
storage of electrical supplies, light poles, street signs, fire eguipment, trailers, and other
equipment and materials.
The Public Works facility has been serving the Town of Vail since its construction in
1979. In 1994, the Town approved an expansion of the administration offices through
the approval of a conditional use permit.
ln 1997, the Town approved the construction of 24 employee housing units to be located
on site. The employee housing, known as Buzzard Park, includes 21 studio apartments
and 3 one-bedroom unils. The employee housing unils were approved through the
approval of a conditional use permit.
As a result, the site now serves multiple purposes, including the following:o Administrative Functions for the Public Works Departmento Fleet Maintenanceo Street and Roads. Parks and Landscaping Departmenl. Facility Maintenance. Transporlation and Bus Storage. Art in Public spaces. Employee Housing
The Town of Vail Public Works Facility is zoned General Use. Public buildings and
grounds are listed as a conditional use in this zone district. The purpose ol the General
Use zone dislrict is as follows:
12-9C-1: PURPOSE:
The general use district is intended to provide sites for public and quasi-public
uses which, because of their special characteristics, cannot be appropriately
regulated by the development standards prescribed for other zoning districts, and
for which development standards especially prescribed for each particular
development proposal ar project are necessary to achieve the purposes
prescibed in section 12-1-2 of this title and to provide for the public welfare. The
general use district is intended to ensure that public buildings and grounds and
certain types of quasi-public uses permifted in the district are appropriately
located and designed to meet the needs of residents and visitors to Vail, to
harmonize with sunounding uses, and, in the case of buildings and other
structures, to ensure adequate light, air, open spaces, and other amenities
appropriate to the permitted types of uses.
In the General Use zone district, development standards are prescribed by the Planning
and Environmental Commission. Section V of this memorandum outlines the
development standards for this proposal.
In 1994, the Town Council approved a master plan for the Town of Vail Public Works
Facility. The primary purposes of the Master Plan were to provide an analysis of needed
space, to determine the current and future needs of the department, and to develop a
master plan to meet the identified needs for the next 10 to 20 years.
ROLES OFTHE REVIEWING BOARDS
Plannino and Environmental Commission: The Planning and Environmental
Commission is responsible for evaluating this conditional use permit application for:
ilt.
1. Relationship and impact of the use on development objectives of the Town.
2. Effect of the use on light and air, distribution of population, transportation
facilities, utilities, schools, parks and recreation facilities, and other public
facilities and public facilities needs.
3. Etfect upon traffic, with particular reference to congestion, automotive and
pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal ol snow from the slreets and parking areas.
4. Effect upon the character of the area in which the proposed use is to be localed,
including the scale and bulk of the proposed use in relation to sunounding uses.
5. Such other factors and criteria as the Commission deems applicable to the
proposed use.
6. The environmental impact report concerning the proposed use, if an
environmental impact report is required by Chapter 12 of the Vail Town Code.
7. Conformance with development standards of zone district.
Desion Review Board: The Design Review Board is responsible for evaluating the
Design Review application for:
1. Architectural compatibility with other structures, the land and surroundings.
2, Fitting buildings into landscape.
3. Configuration of buibing and grading of a site which respects the topography.
4. Removal/Preservation of trees and native vegetation.
5. Adequale provision for snow storage on-site.
6. Acceptability of building materials and colors.
7. Acceptability of roof elemenls, eaves, overhangs, and other building forms.
8. Provision of landscape and drainage.
9. Provision of fencing, walls, and accessory structures.
10. Circulation and access to a site including parking, and site distances.
11. Location and design of satellite dishes.
12. Provision ol outdoor lighting.
13. The design of parks.
IV. STAFF RECOMMENDATION
The Community Development Departmenl recommends approval of lhe conditional use
permit for the proposed addition to the Town of Vail Public Works Facility, located at
1289 Elkhorn Dr. / unplatted, subject to the following findings:
1. That the proposed location of the use is in accordance wilh the purposes of the
conditional use permit section of the zoning code and the purposes of lhe
General Use Zone District.
2. That the proposed location of the use and the conditions under which il will be
operated or maintained will not be detrimenlal to the public heallh, safely, or
welfare or materially injurious 1o properties or improvements in the vicinity.
3. That the proposed use will comply with each of the applicable provisions of the
condilional use permit section of the zoning code.
Should the Planning and Environmental Commission choose to approve the conditional
use permit for the proposed addition to the Town of Vail Public Works Facility, located at
1289 Elkhorn Dr., slaff recommends the following condition:
1. That prior to submittal for a building permit, the applicant submits additional
information regarding erosion control for review and approval so that staff can
ensure that proper erosion control measures will be taken.
V. DEVELOPMENTSTANDARDS
In the General Use zone district, development standards are prescribed by the Planning
and Environmental Commission. Section 12-9C-5 of the Town Code states:
Prescribed By Planning And Environmental Commission: In the general use district,
development standards in each of the following categories shall be as prescribed by
the planning and environmental commission:
1. Lot area and site dimensions.
2. Setbacks.
3. Building height.
4. Density control.
5. Site coverage.
6. Landscaping and site development.
7. Paking and loading.
Reviewed By Planning And Environmental Commission: Development standards
shall be proposed by the applicant as a part of a conditional use permit application.
Site specific development standards shall then be determined by the planning and
environmental commission during the review of the conditional use request in
accordance with the provisions of chapter 16 of this title.
Lot Size: 740,520 sq. ft.
Zoning: GeneralUse
Hazards: Moderale Hazard Debris Flow, High Severity Rockfall
Standard Existino Prooosed
Setbacks
Front
Side (east)
Side (west)
Rear
Building height
Density conlrol
Site coverage
Parking
REVIEW CRITERIA FOR THE CONDITIONAL USE PERMIT
The review criteria for a request of this nature are established by the Town Code. The
Town of Vail Public Works Facility is located wilhin the General Use Zone District.
Therefore, this proposal is subject to lhe issuance of a condilional use permit in
82 ft.
500 fr.
1,000 ft.
90 ft.
no change
no change
no change
no change
35 ft. (Buzzard Prk) 20.5' (at addition)N/A N/A
54,071 sq. ft. (7.3%) 60,981 sq. ft. (8.2%)
124 spaces no change
vt.
accordance with the provisions of Title 12, Chapter 16, Vail Town Code. For the
Planning and Environmental Commission's reference, Section 12-16-1, of the Vail Town
Code, identifies the purpose for a conditional use permit as follows:
ln order to provide the flexibility necessary to achieve the objectives of this title,
specified uses are permitted in certain districts subject to the granting of a
conditional use permit. Because of their unusual or special characteristics,
conditional uses require review so that they may be located properly with respect
to the purposes of this title and with respect to their effects on sunounding
propefties. The review process prescribed in this chapter is intended to assure
compatibility and harmonious development between conditional uses and
surrounding properties in the Town at large. Uses listed as conditional uses in
the various districts may be permifted subject to such conditions and limitations
as the Town may prescribe to insure that the location and operation of the
conditional uses will be in accordance with the development objectives of the
Town and will not be detrimental to other uses or properties. Where conditions
cannot be devised, to achieve these objectives, applications for conditional use
permits shall be denied.
A. Consideration of Factors:
1. Relationship and impact of the use on the development obiectives of
the Town.
The Town of Vail Land Use Plan designates the Town of Vail Public Works
Facility as Public/Semi-Public (PSP). This land use designation is described
by the Town of Vail Land Use Plan as follows:
The public and semi-public category includes schools, post office, water
and sewer seruice and storage facilities, cemeteries, municipal facilities,
and other puilic institutions, which are located throughout the community
to serue the needs of residents.
In addition, the Town of Vail Land Use Plan includes the following goals
statements which staff believes are applicable to this proposal:
1.0 GeneralGrowthlDevelopment
1.1 Vail should continue to grow in a controlled environment,
maintaining a balance between residential, commercial and
recreational uses fo serue both the visitor and the permanent
resident.
6,0 Community Services
6.1 Seruices should keep pace with increased growth.
6.2 The Town of Vail should play a role in future development through
balancing growth with seruices.
2.
6.3 Seruices should be adjusted to keep pace with the needs of peak
periods.
Specifically, the Town of Vail Land Use Plan refers to this sile as "Tracl 11 -
Bus Barn, Pubilc Works" and states the following:
The Town of Vail bus barn and public works shops are located on a 17.3
acre parcel site north of l-70 in the vicinity of the golf course. There is no
change anticipated in this area and there appears to be sufficient room for
expansion of the facility. This site is a potential candidate for the location
of a limited use, special event oriented heliport.
In addition to the Town of Vail Land Use Plan, a Master Plan for the Town of
Vail Public Works Facility was completed in 1994. The purpose of this
master plan was to determine the current and future needs of the department,
and develop a master plan lo meet the identified needs for the next 10 to 20
years. The master plan states the following:
This study locuses on the expansion and improvement of the main
facility. While the Transportation Center will continue to be used as a
satellite facility for bus operations, it is anticipated that the Old Town Shop
site will be needed for future expansion of the Vail Wastewater
Department and will not be available for use by Public Works on a long
term basis. The proposed program and master plan consolidafes fhe
activities from the Old Town Shop to the main Public Works Complex.
Staff believes thal this proposal meets the development objectives of the
Town as outlined in the various masler plans.
The etfect of the use on light and air, dastribution of population,
transportation facilities, utilities, schools, parks and recreation
facilities, and other public facilities needs.
The proposed addilion to the Town of Vail Public Works Facility will have
minimal impact on light and air, distribution of population, schools, or parks
and recreation. Staff believes thal the proposed addition will be beneficial as
it meels public facilities needs created by the potential elimination of the Old
Town Shops.
The proposed expansion will not increase the number of employees at the
Town of Vail Public Works Facility. However, staff believes that it is important
to discuss employee housing wilh any proposed addition in lhe General Use
zone district. There is no requirement for employee housing in the General
Use zone district.
The 1991 study entitled Employment Generation Rates: A Background
Analysis Based on Suruey Besearch, includes employee generalion rates for
various uses. Specifically, local government has a suggested employee
generation range of 5 to 8 employees/100O sq. ft. According to this
calculalion, the proposed addition would generate 34 to 54 new employees.
Staff believes that this range is extremely high, considering the uses
proposed wilh this addition. The land use designation idenlified by the study
lor this proposal is "Local Government," which includes all uses associated
with government. Because the proposed addilion is primarily storage area
and fleet vehicle bays, staff believes that the actual employee generation is
much lower than suggested. Greg Hall, Director of Public Works, and Pam
Brandmeyer, Assistant Town Manager, have both staled that this addilion will
nol generate the need for addilional employees, nor will any additional
employees be budgeted in the near future.
For reference, the Town of Vail has recently purchased multiple units for use
by Town of Vail employees. Specifically, in May of 2000, the Town of Vail
purchased 12 units at Creekside, located a12334 S. Frontage Rd. These are
1-bedroom units for seasonal employees ol the Town of Vail. In addition, the
Town linished construclion on Buzzard Park in 1998, which is located on the
subject property. Buzzard Park includes 21 studio units allocated to seasonal
employees and 3 one-bedroom units allocated to critical employees. In
addition, there is a deed-restricted one-bedroom unit at Vail Heights which is
allocated to critical employees; a deed-restricted three-bedroom unit at Vail
das Schone; and a deed restricted two-bedroom unit at Innsbruck Condos.
Since the primary purpose of the proposed addition is to replace the loss of
space at the Old Town Shops, stalf believes that the proposed addition will
not generate the need for additional employee housing beyond the current
supply.
The proposed addition impacts the existing impound lot. The lot will nol be
relocated, but will be smaller than currently exists. The existing impound lot
is approximately 7,824 sq. ft. The reduced impound lot will be approximately
6,393 sq. ft. The impound lot will be in generally the same location. The
Town has recently begun proceedings to allow The Vail Police Department to
contract out some of the towing, storage, and sale of abandoned vehicles.
Effect upon traffic with particular reference to congestion, aulomotive
and pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal ol snow from the street and parking
areas.
Since there will be no change in the use of this property, staff does not
believe that the proposed addition to the Town of Vail Public Works Facility
will have any negative impacls on the above-referenced criteria. The
applicant has provided adequate snow storage, and as the addition is on the
rear of the building, staff does not believe that there will be any negative
impacts on pedestrian safety and convenience. In addition, there are more
than 124 parking spaces on site. Staff believes that there is more than
adequate parking for the uses on the site.
A hazard report, completed by Art Mears on April 3,2002, has been attached
for reference. According to the Hazard Report, no hazard mitigation is
required for this proposed addition to the Town of Vail Public Works Facility.
Effect upon the character of the area in which the proposed use is to be
B.
located, including the scale and bulk of the proposed use in relation to
surrounding uses.
The proposed addition is compatible with the existing uses on the site. The
properties adjacent to this site include the White River National Forest and
the Interstate 70 right-of-way, thus isolating the site from other commercial
and residential uses. The proposed addition is located on the rear of the
existing building and is at the same roof height as the existing building. The
addition is significantly separated from the residential units on the site.
Generally, the addition will not be visible from other properties, nor will it have
any impact on the residential or administrative uses on the site.
Findinqs
The Planning and Environmental Commission shall make the following findings
before granting a conditional use permit:
1. That the proposed location of the use is in accord with the
purposes of the conditional use permit seclion of the zoning code
and the purposes of the district in which the site is located.
2. That the proposed location of the use and the conditions under
which it would be operated or maintained would not be delrimental
to the public health, salety, or welfare or materially injurious to
properties or improvements in the vicinity.
3. That the proposed use would comply with each of the applicable
provisions of the conditional use permit section of the zoning
code.
Addition to the Town of Vail Maintenance Shops
1309 Elkhorn Drive
Vail, Colorado 81657
PEC Submittal: April 15, 2002
Zoning Analysis
The Subject Property is cunently zoned and operates rvithin the GENERAL USE (GU)
DISTRICT, as set forth in Title 12, Chapter 9, Article C.
The development standards requirements for all existing uses have been met and are
properly maintained, to the best of our knowledge.
This Application addresses Paragraph 12-9C-3: CONDITIONAL USES.
The Use being expanded at the Subject Site is Storage. The Uses previously approved fbr
this Site allow fbr all the existing Town Shop f'unctions. including Sign Shop. Welding &
Steel Fabrication Operations, Associated Olfices, Vehicle Repair and Maintenance,
Landscape Storage, Electrical Storage and limployee Housing.
The approval and implementation of this Application will not require any f'urther
employees, additional parking or redeveloprnent requirements, other than those proposed
herein, in our opinion.
Inasmuch as the expanded Use is Storage, we believe that the customary impacts of
expanded development do not exist. Additionally, the expansion is in the rear of the
existing development with all roof forms much lower than tl.re mairr roof ridge, and
concealed by existing construction and landscape.
Addition to the Town of Vail Maintenance Shops
1309 Elkhorn Drive
Vail, Colorado 81657
PEC Submittal: April 15' 2002
Parking Needs Assessment
Based on the input provided by the Public Works Department Staffand our analysis of
ongoing and future operations that would include the proposed expanded facility, we
believe that no additional parking should be required.
Specifically, please review the following:
l. The road widths and existing required parking spaces are being maintained.
2. There will be now new employees (part-time or FTE) caused by this
expansion.
3. There is nothing about the addition ofthe storage space that appears to have
any impact on the existing development, except to make the cuffent operafions
even more efficient.
Addition to the Town of Vail Maintenance Shops
1309 Elkhom Drive
Vail, Colorado 81657
PEC Submittal: April 15' 2002
Landscape Plan
The Landscape Plan for this entire Master Planned Development has been attached as a
reference. It is the opinion of the Design Team that this Facility Expansion should
require no new Landscaping as the Town of Vail designed and installed extensive
landscaping along the South side ofthe property including the a continuous berm and
plantings in 1996, ostensibly for the build-out of the Master Plan.
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INC.ARTHUR I. MEARS. P.8.,
Natural Hazards Consultants
555 County Road 16
Gunnison, Colorado 81230
'"Hft;il'#.'";',j"
April 3,2002
Ms. Susie Hervert
Town of Vail
Dept. of Public Works/Transportation
1309 Elkhorn Drive
Vail, CO 81657
RE: Avalanche, debris flow and rocKall hazard analysis - maintenance building addition
Dear Susie:
As you requested, I completed a tenain inspection of the site above the new addition to evaluate
the abore-referenced hazards and to recommend mitigation, if necessary. My conclusions are
based on a site inspection and measurements taken yesterday, on review of previous work and
on my experience within the Vail area during the past 30 years.
Snow avalanches - The tenain approximately 400-600 feet abore the site is sufficiently steep for
snow avalanche release (30" to 38') and a relatively deep snolvcover will occasionally
accumulate on this south-facing slope. Therefore, small avalanches will be possible during
exceptional years. Howwer, wen these rare avalanche events will stop at the base of the slope
and will not affect the proposed addition. illitigatlon from avalanches witl not be required.
Debris flows - Debris flows discharge from lhe small, unnamed drainage basin north of the
maintenance facility. The primary energy and deposition from such flotvs will be conc€ntrated at
the east end of the facility near the office building and have been discussed in pre\rious reports.
Mitigation was recommended and subsequently installed. This mitigation was not inspected
during this visit as this area is beyond the scope of the cunent lvork. The proposed addition will
be located approximately 500 feet vrest of the previously studied debris-flow area and will not be
impacted frorn debris discharging from the small basin. Mlfgatlon fipm debris flows will not
be requlred at the new addltion.
RocKall - RocKall is an ongoing process on the slope direcUy north of the proposed addition and
begins within sandstone, conglomerate and limestone beds of the Minturn formation. Rockfall
source areas crop out at several locations on the south facing slope approximately 200 to 600
feet abore the proposed addition. Rocks up to approximately 2 feet in diameter have been
deposited by rockhll on the slope above the maintenance site within the past few decades.
However, construction for the existing maintenance facility, roads, and parking lots has remored
any possible widence of prwious rockfall. Furthermore, inspection of 1939 and 1950 aerial
photographs (wtrich predate construction of the site) does not indicate any major rocKall events.
Smaller rocks, however, may be too small to appear on the old photos or may have been
remored during agricultural, grazing, or other acfivities prior to 1950.
Based on my experience Wth rocKall in the Vail area and within mountainous terrain elsewhere
in the United States and Europe, I conclude the following about the rocKall hazard at the
proposed addition:
1. RocKall could reach the facility but this would be a rare event (on the order of a 1o/o
annual probability). The flat parking area directly north of the building will probably
be reached more often (approximately a 5% annual probability) but this
parking/storage area will catch most rocks before the building is reached.
Mass Wasting . lvslanches . Avalanche Cont,ol Engineering
2. RocKall energy and bounce heights have not been quantified at this point, however a
rock rolling into the building could produce some minor damage to exterior siding.
3. The rockfall hazard is'lovy'' rather than "severe" as indicated on Tomt of Vail hazard
maps. I define this as meaning that the probabilily of the building being hit is small (a
1% annual probability), and the probability for significant structure damage is
negligible. lt should be noted, however that the probabili$ is not zero.4. Risk to persons using the area is very low because of the intermittent exposure of
persons in the area.
Mitigation to protect the neurfacilig from rockfall ls not, In my opinion, necessary because of
the low hazard and low risk to facilities and persons. The proposed building will not increase the
risk to any adjacent public or private properly and is therefore fully compliant with Section
18.69.052 of the Vail hazard regulations. lf, hovr'ever, mitigation is required by the Town of Vail to
protect from the low hazard defined above, it should consist of (a) a rockfall protection fence built
uphill of the facility or on the northern end of the parking area, (b) a rocKall-catching berm built on
the northern edge of the parking area, or (c) direct protection of the lo,*er building walls. Design
criteria for these structural mitigation options have not been developed because they are beyond
the scope of the current work.
Please contact me if you have any questions.
Sincerely,
W^*trVl{"r,".
Arthur L Mears, P.E.
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community .Development Department
May 13,2002
A request for a conditional use permit and an amendment to a
development plan in the General Use Zone District, to allow for an
addition to the Town of Vail Public Works Facility, located at 1289 Elkhorn
Drive/Unplatted.
Applicant: Town of Vail, represented by Victor Mark Donaldson
ArchitectsPlanner: Allison Ochs
il.
DESCRIPTION OF THE REQUEST
The Town of Vail is requesting to expand the Town of Vail Public Works Town Facility,
located at 1289 Elk Horn Drive. Primarily, this request is driven by the potential
elimination of the Old Town Shops, localed at 890 S. Frontage Rd. The Old Town
Shops are primarily used as storage.
As the Public Works lacility is zoned General Use, a conditional use permit is required
for any additions to the current structure. Specifically, the applicant is requesting to add
approximately 6844 sq. ft. to the existing Town of Vail Public Works Facility. The
proposed uses for this addition include additional fleet bays, electrical storage, sign shop
and traffic control slorage, and an addilional stairway lo accommodale egress. In
addition, the applicant is proposing to reconfigure some existing interior spaces to create
additional office space, a locker room, restroom, etc. Reductions of the plans have been
altached for reference.
BACKGROUND OF THE SUBJECT PROPERW
The Town of Vail Public Works and Transportation Department currently operates from
several sites within the Town. Most facilities are located at 1289 Elk Horn Dr. Some
transportation offices and bus operalions are located at the Vail Transportation Center.
The Old Town Shops, which formerly housed Public Works operations, is used for
storage of electrical supplies, light poles, slreel signs, fire equipment, trailers, and olher
equipment and materials.
The Public Works facility has been serving the Town of Vail since its construction in
1979, based on a programming study completed in 1976. In 1994, the Town approved
an expansion of lhe administration offices through the approval of a conditional use
permit.
f n 1 997, the Town approved the conslruction ol 24 employee housing units to be located
on site. The employee housing, known as Buzzard Park, includes 2'1 studio apartments
Iil.
and 3 one-bedroom units. The employee housing units were approved through the
approval of a conditional use permit.
As a result, the site now serves multiple purposes, including lhe following:. Administrative Functions for the Public Works Department. Fleel Maintenancer Street and Roads. Parks and Landscaping Department. Facility Mainlenancer Transportation and Bus Storage. Art in Public Spaces. Employee Housing
The Town Shops is zoned General Use. Public buildings and grounds are listed as a
conditional use in this zone dislrict. The purpose of the General Use zone district is as
follows:
12-9C-1: PURPOSE:
The general use district is intended to provide sites for public and quasi-public
uses which, because of their special characteristics, cannot be appropiately
regulated by the development standards prescibed for other zoning districts, and
for which development standards especially prescribed for each particular
development proposal or project are necessary to achieve the purposes
prescribed in section 12-l-2 of this title and to provide for the public welfare. The
general use district is intended to ensure that public buildings and grounds and
certain Wpes of quasi-public uses permitted in the district are appropriately
located and designed to meet the needs of residents and visitors to Vail, to
harmonize with surrounding uses, and, in the case of buildings and other
structures, to ensure adequate light, ah, open sptaces, and other amenities
appropriate to the pennitted types of uses.
In the General Use zone district, development standards are prescribed by the Planning
and Environmental Commission. Section V of this memorandum outlines the
development standards lor this proposal.
In 1994, the Town Council approved a masler plan lor the Public Works site. The
primary purposes of the Master Plan were to provide an analysis of needed space, to
determine the current and future needs of the department, and io develop a master plan
to meet the identified needs for the next 10 to 20 years.
ROLES OFTHE REVIEWING BOARDS
Plannina and Environmental Commrission: The Planning and Environmental
Commission is responsible for evaluating this conditional use permit application for:
1. Relationship and impact of the use on development objectives of the Town.
2. Effect of the use on light and air, distribution of population, transportation
facilities, utilities, schools, parks and recreation facilities, and other public
facilities and oublic facilities needs.
3. Effect upon traffic, with particular reference lo congestion, automolive and
pedestrian safety and convenience, traffic flow and conlrol, access,
maneuverability, and removal of snow from the streets and parking areas.
4. Effecl upon the character of the area in which the proposed use is to be located,
including the scale and bulk of the proposed use in relation to surrounding uses.
5. Such other factors and criteria as the Commission deems applicable to the
proposed use.
6. The environmenlal impact report concerning the proposed use, if an
environmental impact report is required by Chapter 12 of the Vail Town Code.
7. Conformance with development standards of zone district.
Desion Review Board: The Design Review Board is responsibte for evaluating the
Design Review application for:
1. Architectural compatibility with other structures, the land and surroundings.
2. Fitting buildings into landscape.
3. Configuration of building and grading of a site which respects the topography.
4. Removal/Preservalion of trees and native vegetation.
5. Adequate provision for snow storage on-site.
6. Acceptability of building materials and colors.
7. Acceptability of roof elements, eaves, overhangs, and other building forms.
8. Provision of landscape and drainage.
9. Provision of fencing, walls, and accessory slructures.
10. Circulalion and access to a site including parking, and site distances.
11. Location and design of salellite dishes.
12. Provision of ouldoor lighting.
13. The design of parks.
IV. STAFF RECOMMENDATION
The Community Development Department recommends approval of the conditional use
permit lor the proposed addition to the Town of Vail Public Works Facility, located at
1289 Elkhorn Dr. / unplatted, subject to the following findings:
'1. Thal the proposed location of the use is in accordance with the purposes of the
conditional use permit section of the zoning code and the purposes of the
General Use Zone District.
2. That the proposed location of the use and lhe conditions under which il will be
operaled or maintained will not be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinily.
3. Thal the proposed use will comply with each of the applicable provisions of the
condilional use permit section of the zoning code.
Should the Planning and Environmental Commission choose to approve the conditional
use permil for the proposed addition to the Town of Vail Public Works Facilily, located at
1289 Elkhorn Dr., staff recommends the following condition:
1. That prior to submittal for a building permil, the applicant provides additional
information regarding erosion control so that staff can ensure that proper erosion
control measures will be taken.
V. DEVELOPMENTSTANDARDS
In the General Use zone district, development standards are prescribed by lhe Planning
and Environmental Commission. Section 12-9C-5 of the Town Code states:
Prescribed By Planning And Environmental Commission: ln the general use district,
development standards in each of the tollowing categories shall be as prescribed by
the planning and environmental commission:
1. Lot area and site dimensions.
2. Setbacks.
3. Building height.
4. Density control.
5. Site coverage.
6. Landscaping and site development.
7. Parking and loading.
Beviewed By Planning And Environmental Commission: Development standards
shall be proposed by the applicant as a part of a conditional use permit application.
Site specific development standards shall then be determined by the planning and
environmental commission during the review of the conditional use request in
accordance with the provisions of chapter 16 of this title.
Lol Size: 740,520 sq. ft.
Zoning: General Use
Hazards; Moderate Hazard Debris Flow, High Severity Rockfall
Standard Existino Prooosed
Setbacks
Front
Side (east)
Side (west)
Rear
Building height
Densily control
Sile coverage
Parking
82ft. no change
500 ft. no change
1,000 ft. no change
90 ft. no change
35 ft. (Buzzard Prk) 20.5' (at addition)N/A N/A
54,071 sq. ft. (7.3%) 60,981 sq. tl. (8.2'/.)
124 spaces no change
vt.REVIEW CRITERIA FOR THE CONDITIONAL USE PERMIT
The review criteria for a requesl of this nature are established by the Town Code. The
Town of Vail Public Works Facility is located within the General Use Zone District.
Therefore, this proposal is subjecl to the issuance of a condilional use permit in
accordance with the provisions of Title 12, Chapter 16, Vail Town Code. For the
Planning and Environmental Commission's reference, Section 12-16-1, of the Vail Town
Code, identifies the purpose for a conditional use permit as follows:
A.
ln order to provide the flexibilig necessary to achieve the objectives of this title,
specified Ltses are permitted in certain districts subject to the granting of a
conditional use permit. Because of their unusual or speiial characteristics,
conditional uses require review so that they may be located properly with respect
to the purposes of this title and with respect to their effects on surrounding
properties. The review process prescribed in this chapter is intended to assure
compatibility and harmonious developmeil befween conditional uses and
sunounding properties in the Town at large. Uses listed as conditional uses in
the various districts may be permitted subject to such conditions and limitations
as the Town may prescribe to insure that the location and operation of the
conditionat uses will be in accordance with the development objectives of the
Town and will not be detrimental to other uses or properties. Where anditions
cannot be devised, to achieve these objectives, applications for conditional use
permits shall be denied.
Consideration of Factors:
1. Relationship and impact ol the use on the development objectives of
the Town.
The Town of Vail Land Use Plan designates the Town of Vail Public Works
Facility as Public.Semi-Public (PSP). This land use designation is described
by the Town of Vail Land Use Plan as follows:
The Public and semi-public category includes schools, post office, water
and sewer seruice and storage facilities, cemeteries, municipal facilities,
and other public institutions, which are located throughout the community
to serue the needs of residents.
ln addition, the Town of Vail Land Use Plan includes the following goals
slalements which staff believes are applicable to this proposal:
1.0 GeneralGrouyth/Development
1.1 Vait shoutd continue to grow in a controlled environment,
maintaining a balance petween residential, commercial and
recreational uses fo serue both the visitor and the permanent
resident.
6.0 Community Services
6.1 Services should keep pace with inaeased growth.
6.2 The Town of Vail should play a role in future development through
balancing growth with services.
6.3 Services should be adjusted to keep pace with the needs of peak
periods.
Specifically, the Town of Vail Land Use Plan refers 1o this sile as "Tract 11 -
Bus Barn, Pubilc Works" and slates the following:
o
The Town of Vail bus barn and public works shops are located on a 17.3
acre parcel site north of l-70 in the vicinity of the golf course. There is no
change anticipated in this area and there appears to be sufficient room for
expansion of the facility. Ihrb site is a potential candidate for the location
of a limited use, special event oriented heliport.
In addilion to the Town of Vail Land Use Plan, a Masler Plan for the Public
Works/Transportation Facility was completed in 1994. The purpose of this
master plan was to determine lhe current and future needs of the department,
and develop a master plan to meel the identified needs for the next 10 to 20
years. The master plan slates the following:
This study focuses on the expansion and improvement of the main
facility. While the Transportation Center will continue to be used as a
satellite facility for bus operations, it is anticipated that the Old Town Shop
site will be needed for future expansion of the Vail Wastewater
Department and will not be available for use by Public Works on a long
term basis. The proposed program and master plan consolidates the
activities from the Old Town Shop to the main Public Works Complex.
Staff believes that this proposal meets the development objectives of the
Town as outlined in the various master plans.
2. The etfect of the use on light and air, distribution of population,
transportation facilities, utilities, schools, parks and recreation
facilities, and other public facilities needs.
The proposed addition to the Public Woks Facility will have minimal impact
on light and air, distribution of population, schools, or parks and recrealion.
Statf believes that the proposed addition will be beneficial as it meets public
facilities needs created by the potential elimination of the Old Town Shops.
The proposed expansion will not increase the number ol employees at lhe
Town of Vail Public Works Facility. However, staff believes that it is important
to discuss employee housing with any proposed addition in the General Use
zone district. There is no requirement for employee housing in the General
Use zone district.
The 1991 study enlitled Employment Generation Rates: A Background
Analysis Based on Survey Research, includes employee generation rates for
various uses. Specifically, local government has a suggested employee
generation range of 5 to 8 employees/1OO0 sq. fl. According to this
calculation, the proposed addition would generale 34 to 54 new employees.
Staff believes that this range is extremely high, considering the uses
proposed with this addition. The land use designation identified by the study
for this proposal is "Local Government," which includes all uses associaled
with government. Because the proposed addition is primarily storage area
and fleet vehicle bays, staff believes that the actual employee generation is
much lower than suggested. Greg Hall, Director of Public Works, and Pam
Brandmeyer, Assistant Town Manager, have both stated that this addition will
4.
not generate the need for additional employees, nor will any additional
employees be budgeted in the near future.
For reference, the Town of Vail has recently purchased multiple units for use
by Town of Vail employees. Specifically, in May of 2000, the Town of Vail
purchased 12 units at Creekside, located at 2334 S. Frontage Rd. These are
1-bedroom units for seasonal employees of the Town of Vail. In addition, the
Town finished construction on Buzzard Park in 1998, which is located on the
subject property. Buzzard Park includes 21 studio units allocated to seasonal
employees and 3 one-bedroom units allocated 1o critical employees. In
addition, there is a deed-restricted one-bedroom unit at Vail Heights which is
allocated to critical employees; a deed-restricted three-bedroom unit at Vail
das Schone; and a deed restricted two-bedroom unit al lnnsbruck Condos.
Since the primary purpose of the proposed addition is to replace the loss of
space at the Old Town Shops, staff believes thal the proposed addition will
not generate the need for additional employee housing beyond the currenl
supply.
Etfect upon traffic with particular reference to congestion, automotive
and pedestrian safety and convenience, traflic flow and control, access,
maneuverability, and removal ol snow from the street and parking
areas.
Since there will be no change in the use of this property, staff does nol
believe that the proposed addition to the Public Works Facility will have any
negative impacts on the above-referenced criteria. The applicant has
provided adequate snow slorage, and as the addition is on the rear ol the
building, staff does not believe that there will be any negative impacts on
pedestrian safety and convenience. In addition, there are in excess of 124
parking spaces on site. Staff believes that there is more than adequale
parking for the uses on the site.
A hazard report, completed by Art Mears on April 3,2002, has been attached
for reference. According to the Hazard Report, no hazard mitigation is
required for this proposed addition to the Public Works Facility.
Effect upon the character of the area in which the proposed use is to be
located, including the scale and bulk of the proposed use in relation to
surrounding uses.
The proposed addition is compalible with the existing uses on the site. The
properties adjacent to this site include the While River National Forest and
the lnterstate 70 right-of-way, thus isolating the site from other commercial
and residential uses. The proposed addition is located on the rear of lhe
existing building and is at the same roof heighl as the existing building. The
addition is significantly separated from lhe residential units on the site.
Generally, the addition will not be visible from olher properties, nor will it have
any impact on lhe residential or administrative uses on the site.
B.Findinos
The Planning and Environmenlal Commission shall make the following findings
before granting a conditional use permit:
That the proposed location of the use is in accord with the
purposes of the conditional use permil seclion of the zoning code
and the purposes of lhe district ln which the site is located.
That the proposed location of the use and the conditions under
which it would be operated or maintained would not be detrimental
to the public health, safety, or welfare or materially injurious to
properties or improvemenls in the vicinily.
That lhe proposed use would comply with each of the applicable
provisions of the conditional use permit section of the zoning
code.
1.
Addition to the Town of Vail Maintenance Shops
1309 Elkhorn Drive
Vail, Colorado 81657
PEC Submittal: April 15,2002
Zoning Analysis
The Subject Property is currently zoned and operates within the GENERAL USE (GU)
DISTRICT, as set forth in Title 12, Chapter 9, Article C.
The development standards requirements for all existing uses have been met and are
properly maintained, to the best of our knowledge.
This Application addresses Paragraph I2-9C-3: CONDITIONAL USES.
The Use being expanded at the Subject Site is Storage. The Uses previously approved for
this Site allow for all the existing Town Shop functions, including Sign Shop, Welding &
Steel Fabrication Operations, Associated Oifices, Vehicle Repair and Maintenance,
Landscape Storage, Electrical Storage and Iimployee Housing.
The approval and implementation of this Application will not require any further
employees, additional parking or redeveloprnent requirements, othel than those proposed
herein, in oul opiniou.
Inasmuch as the expanded Use is Storage, we believe that the customary irnpacts of
expanded development do not exist. Additionally, the expansion is in the rear of the
existir,rg development with all roof forms much lower than the main roof ridge, and
concealed by existing construction and landscape.
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Addition to the Town of Vail Maintenance Shops
1309 Elkhorn Drive
Vail, Colorado 81657
PEC Submittal: April 15,2002
Parking Needs Assessment
Based on the input provided by the Public Works Department Staffand our analysis of
ongoing and future operations that would include the proposed expanded facility, we
believe that no additional parking should be required.
Specifically, please review the following:
1. The road widths and existing required parking spaces are being maintained.
2. There will be now new employees (part-tinle or FTE) caused by this
expansion.
3, There is nothing about the addition of the storage space that appears to have
any impact on the existing development, except to make the current operations
even more efficient.
;
Addition to the Town of Vail Maintenance Shops
1309 Elkhom Drive
Vail, Colorado 81657
PEC Submittal: April 15,2002
Landscape Plan
The Landscape Plan for this entire Master Planned Development has been attached as a
reference. It is the opinion of the Design Team that this Facility Expansion should
require no new Landscaping as the Town ofVail designed and installed extensive
Iandscaping along the South side ofthe property including the a continuous berm and
plantings in 1996, ostensibly for the build-out of the Master Plan.
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I o o@ o A DEPAFTiIENT OF PUBLIC WORKVINA SPOFTA1ION.SI/ sHoP ExPANStoN PLAN
Hfififf.- BERM LANDSCAPING PLAN
ARIHUR I. MEARS, P.E., INC.
Natural Hazards Consultants
555 County Road 16
Gunnison, Colorado 81230
TeL/Fax 970-64L3236
April3, 2002
Ms. Susie Hervert
Town of Vail
Dept. of Public Works/Transportation
1309 Elkhorn Drive
Vail, CO 81657
RE: Avalanche, debris flow and rocKall hazard analysis - maintenance building addition
Dear Susie:
As you requested, I completed a terrain inspection of the site above the new addition to evaluate
the above-referenced hazards and to recommend mitigation, if necessary. My conclusions are
based on a site inspection and measurements taken yesterday, on review of previous vrork and
on my exp€rience within the Vail area during the past 30 years.
Snow avalanches - The terrain approximately 400€00 feet above the site is sufficiently steep for
snow avalanche release (30'to 38') and a relatively deep snowcover will occasionally
accumulate on this south-facing slope. Therefore, small aralanches will be possible during
exceptional years. However, even these rare avalanche events will stop at the base of the slope
and will not affect the proposed addition. Mltigatlon from avalanchc will not be requircd.
Debris flows - Debris flows discharge from the small, unnamed drainage basin north of the
maintenance facility. The primary energy and deposition from such floua will be concentrated at
the east end of the facility near the office building and have been discussed in prwious reports.
Mitigation was recommended and subsequently installed. This mitigation was not inspected
during this visit as this area is beyond the scope of the cunent \ /ork. The proposed addition Wll
be located approximately 500 feet west of the prwiously studied debris-flovv area and will not be
impacted from debris discharging from the srnall basin. ilitigatlon from debris flows will not
be requlred at the new addition.
RocKall - RocKall is an ongoing process on the slope directly north of the proposed addition and
begins within sandstone, conglomerate and limestone beds of the Mintum formation. Rockfall
source areas crop out at several locations on the south facing slope approximately 200 to 600
feet aboue the proposed addition. Rocks up to approximately 2 feet in diarneter have been
deposited by rocKall on the slope abcnre the maintenance site within the past few decades.
However,'construction for the existing maintenance facility, roads, and parking lots has removed
any possible evidence of prorious rockfall. Furthermore, inspection of 1939 and 1950 aerial
photographs (which predate construction of ihe site) does not indicate any major rockfall events.
Smaller rocks, hornever, may be too smell to appear on the old photos or may have been
removed during agricultural, grazing, or other activities prior to 1950.
Based on my experience with rocKall in the Vail area and within mountainous terrain elsewhere
in the United Stales and Europe, I conclude the following about the rockfall hazard at the
proposed addition:
'1. RocKall could reach the facility but this vtrould be a rare event (on the order ot a 1o/o
annual probability). The flat parking area directly north of the building will probably
be reached more often (approximately a 5% annual probability) but this
parking/storage area will catch most rocks before the building is reached.
MosE WasthtS . Avalanches . Avqlanche Contml &tgiacering
o
2. RocKall energy and bounce heights have not been quantified at this point, horuever a
rock rolling into the building could produce some minor damage to exterior siding.3. The rocKall hazard is 'lou/' rather than 'servere' as indicated on Town of Vail hazard
maps. I define this as meaning that the probability of the building being hit is small (a
1% annual probabilig), and the probability for significant structure damage is
negligible. lt should be noted, however that the probability is not zero.4. Risk to persons using the area is very low because of the intermittent exposure of
persons in the area.
Mitigation to protect the newfacility from rocKall is not, in my opinion, necessary because of
the low hazard and low risk to facilities and persons. The proposed building will not increase the
risk to any adjacent public or private property and is therefore fully compliant with Section
18.69.052 of the Vail hazard regulations. lf, however, mitigation is required by the Town of Vail to
protect frorn the lorv hazard defined above, it should consist of (a) a rocKall protection fence built
uphill of the facility or on the northern end of the parking area, (b) a rocKall-catching berm built on
the northem edge of the parking area, or (c) direct protection of the lower building walls. Design
criteria for these structural mitigation options have not been developed because they are beyond
the scope of the current work.
Please contact me if you have any questions.
Sincerely,
&(L^Avt--r^
Arthur l. Mears, P.E.
Application for Review the
Planning and Environmental mmrsston
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All poects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environmental Commission review cannot be accepted until all required information
is received by the Community Development Depaftment, The project may also need to be reviewed by the Town
Council and/or the Design Review Board.
Type of Application and Fee:
o
by
Co
tr Variance $500tr Sign Variance $200D Rezoning $1300tr Major Subdivision $1500tr Minor Subdivision $650tr New Special Development District $6000- Major Amendment to an SDD $6000n Major Amendment to an SDD $1250
(n o exterior modi fica tions)
IOWN
tr Conditional Use Permit
n FloodplainModificationD Minor Elterior Alteration
! Major Exterior Alteration
.!/ Development Plan
AAmendment to a Development Plan'! Zonino Code Amendment
$6s0
$200
$6s0
$800
$1s00
$2s0
$1300
Description of the Request:(frb
Location of the Proposal:'7-' Block:subdivisioil -lealo ak v*'tL
Physical Address:
fJffi
"161ffi7/0ql"ntact
Eagle Co. Assessor at 970-328-8640 for parcel no.)
zon.ns: GU\Yh LW G&)
Name(s) of Owner(s):
Mailing Address:
Vt{t r@. _phoner
Owner(s) Signature(s):
Name of Applicant:
Mailins Address: @ 9o{" sw ffVoN, ea o16"o
Phone:aI+1 - #e6
E-mail Address:Fax
For Office
Fee Paid:By:-
PECApplication
Planner:
No.:
Page I of7-04/15/02 RE0D APR L5 2|,O2 ^/ffi
Xrr-18-02 l0:lZar Froo-
E Vrrirncstr Slgn VtdNrlcetr &loningtr Major Subdiviion
El MhorsubdMgotltr New spidsl De\dqpment Dl{rictq MaiorAmendmentto anSDDtr Maiv&nendmentbanSDD(nostqhrndltutturs)
Dec6lptlon of th. n'equestl
]fratiEn of the Propoall:
tr CmdhtfiNl Us€ PErmit. O Floodplgln ModlicatlonE MhotabdorAtsrtuontr Major BtriorAlEr4fqn
-tr. Devdopnent Hrn
Kffnendment b r Deulotrtmt Plan
'E zqninE Code Aneldm$l
subdivl$ionl
o
T-e82 ?.mnz
by the
Gommission
TOI{N
ApPlicatlon for Revial
Planning and Envircnmental
DcaartrFnl of Colhmunry Declopmert
zs souur BontrEe n$d, V.lL Cdontu Ef657
Eu 970.479:2ilD t.[; 970,4n.2152
uab: wuttl.cival.o.tls
General InfrmEtld$
A-p,"t*;-tidiring Ftunnitg and Ervlpnmnial Commlsspn nilier' mu$ reeivt rpp,'1nl prig.b flh46h! I
liifrlin! p"nnn'ippihtoi. 'pd;i6il ttii* srnmiutf tcqurement tsr [re portblar appunl that b .nq.' H'
An applcigan tur planning "1offirrorui Cfi;GqtJa,lq,, cannot be aitp@ untll all tqulnd InlUmrdon
is r€ceived h Oe ommunity friiirpilii"pitrimini n" plqiect l|tEy ds rird E be m$iled W tie Town
Counell lnd/er thc Drghn fuYl€rr lo.r{'
TyFE sfAppllcation and Fee:
$s00
$200
It90o
$1500
$6S0
$6000
$6000
$1250
Physicaf Addres€; lql WtwIT{
parcel No.; 41ffi A$LmqLnbd &sh co. Assessor 6t e7G32&86'10 tur
Zonlng:
l{amo(e} f firner(s):
ilaalins Arldres6:
1550
t200
$550
i800
t$m
$2s0
s1300
|g- 6me(6) slgnaErre(/l\
tlame of Applicantr
ljl8luru Addrw:
E nall Address;
!
Prgo I of7-04/15/02 ffiD APR L52r/O2
I
o\o
Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2L39 fax: 970.479.2452
web: www.ci,vail.co.us
General f nformation:
All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environmental Commission review cannot be accepted until all required information
E received by the Community Development Department. The project may also need to be reviewed by the Town
Council and/or the Design Review Board.
Type of Application and Fee:
tr Variance $500tr Sign Variance $200tr Rezoning $1300O Major Subdivision $1500tr Minor Subdivision $650tr New Special Development District $6000tr MajorAmendmentto an SDD $6000tr Major Amendment to an SDD 91250
(no eterior modifr@tions)
Description of the Request:
tEb
Location of the Proposal: Lot: ?- Block:
Physical Address:
tr Conditional Use Permit
tr FloodplainModificationtr Minor Exterior Alterationtr Major Exterior Alteration
.E, Development Plan
AAmendment to a Oevelopment Plan'tr Zoning Code Amendment
$6s0
$200
$6s0
$800
$1s00
$2s0
$1300
q(
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
E-mail Address:
Phone:
Fax
For Office Use Only:
Fee Paid:Check No.:_ By:
Date:PEC No,:
Planner:Project No.:
Paee I of7-04115/02
REcD APR T5 2r,|,2
,r-m
Application for Design Review
Department of Community Development, --
zs ior.ir;ni.ntuge Road, vail, Colorado 81657'- -iJ, gZO'q2g.2139 fax: 970'479'2452
web: www'ci'vail'co'us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application' Please
refer to the submittar ,uqun",i.nt, roi ure particuia, .pprouJit it-ir-r"qr.ti"a An application for Design Review
cannot be accepted untir arr reqJrrei'iriorl.ti* i, 1*"i"i ilil A;;i-tv Devliooment Department' The
oroiect may atso need,o o"'rlli"*"0"il il;igr:l. counciia-naloi-ttte Planning and-Environmental commission'
beiign review approvat.npl-i "ii# " U"iiAing p"#ii'il'LueA ana dnstruction commences within
one year of the aPprioval' f -. ^ -Aper I r 6eE tPlf!=lv1tr€-lY 4-)a< %SLDescription of the Requ^est:
Location of the ProPosal: LouE-€'-eb.k, L suMivision:
Physical Address:lJSq a-f+ror'\ b>Err6-'
(Contact Eagle Co, Assessor at 970-328-8640 for parcel no')
Zoning:
Name(s) of Owner(s):
Name of APPlicant:
Mailing Address:
Type of Review and Fee:
tr Signs
E Conceptual Review
tr New Construction
)ffnooition
tr Minor Alteration
(multi-familY/commercial)
E Minor Alterafon
(sin gle-familyi duPlex)
tr Changes to APproved Plans
B Separation Request
$50 Plus $1.0Q per square foot of total sign area'
i,r* --)TgErvsrtuED-
$650 ty'otconstruction of a new building or Oemo/$yil{'
$300 -For an addiuon *n.r" rquur" i.6tu9e is added.to any residential or
commercial buildins iitfit-oi't- jio iioitign:
-L i1T:ior
conversions)'
$250 For minor .r'tngt' tJ";iii;ngi"na tit" improvements' such as'
reroofing, painting' ilnOoi aOOitions' landscaping' fen@s ano
retaining walls, etc'
$20 For minor changes to buildings and site improv€ments' such as'
reroofing, paintrngi ;;6; additions' landscaping' fences ano
retaining walls, etc'
$20 'r"i"'*iti""' io plans alreadv approvet t ""tflEiEitlbffDesign Review Board'
No Fee nPR t g 2002
4''lu'
Owner(s) Signature(s):
E-mail Address:
I." *ff:::-:7P4,1"&w:'
-
"1;
IOI4A'M ADDITIONS - RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREMENTS
General Information:
This application is required for all proposals involving the addition of GRFA (gross residential floor area).
This includes proposals for 250 additions and interior conversions. See Title 12, Chapter 15 - Gross
Residential Floor Area for specific regulations.
I. SUBMITTAL REOUIREMENTS**
o Stamped Topographic Suruey*o Site and Gradinq Plan*
}1Landscape elan;
o Architectural Elevations*
wl ,+ o Exteriorcolorandmaterial samplesandspecifications.ALt-{o.y3,+-.r-Ct\ AX\:flF\a-9g€'" - e Architectural Floor plans* 3LeVATloAg+ pbDr;g.
fnj * o Lighting Planx and Cut-sheet(s) for proposed fixtures - ND C\\NAc.es .Ec, L\6r\!\|t\CL'1 - i(Title report, including Schedules A & B to verify ownership and easementsx
o Photos of the existing site and adjacent structures, where applicable.
Written approval from a condominium association, landlord, and joint owner, if applicable
Site-specific Geological Hazard Report, if applicable*
The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submit three (3) copies of the materials noted wilh an asterisk (*).
x*For interior conversions with no exterior chanqes, the submittal requirements include a complete set of
existing and proposed floor plans, a title repoft, and written approval from a condominium association,
landlord, and joint owner, if applicable.
Topographic survey:o Wet stamp and signature of a licensed surveyorB Date of surueyo North arrow and graphic bar scaleD Scale of 1"=10'or t"=20')o Legal description and physical addresso Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 400/o,
and floodplain)
o nes to existing benchmark, either USGS landmark or sewer invert. This information must be clearly
stated on the surveyo Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a
basis of bearing must be shown, Show existing pins or monuments found and their relationship to
the established corner.E Show right of way and property lines; including bearings, distances and curve information.o Indicate all easements identified on the suMivision plat and recorded against the property as
indicated in the title report. List any easement restrictions.o Spot Elevations at the edge of asphalt along the street frontage of the property at twenty-five foot
intervals (25'), and a minimum of one spot elevations on either side of the lot,
o Topographic conditions at two foot contour intervals
Page 3 of 12102107102
ta/r+ o')<
n/A o
o Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a
point one foot above grade,
o Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.).o All existing improvements (including foundation walls, roof overhangs, building overhangs, etc,),! Environmental Hazards (ie. rocKall, debris flow, avalanche, wetlands, floodplain, soils)D Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the
required stream or creak setback)
o Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the
site. Exact location of existing utility sources and proposed service lines from their source to the
structure. Utilities to include:
Cable W Sewer GasTelephone Water Electrico Size and type of drainage culverts, swales, etc.
a Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum
of 250' in either direction from property.
Site and Grading Plan:
D Scale of l"=20'or largerD Property and setback linesa Existing and proposed easementso Existing and proposed grades
o Existing and proposed layout of buildings and other structures including decks, patios, fences and
walls. Indicate the foundation with a dashed line and the roof edge with a solid line.o All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades
shown underneath all roof lines. This will be used to calculate building height.c Proposed driveways, including percent slope and spot elevations at the property line, garage slab and
as necessary along the centerline of the driveway to accurately reflect grade.
o A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an uphill
direction.
o Locations of all utilities including existing sources and proposed service lines from sources to the
structures.B Proposed surface drainage on and off-site.
r Location of landscaoed areas.D Location of limits of disturbance fencingo Location of all required parking spaces
o Snow storage areas.o Proposed dumpster location and detail of dumpster enclosure.
D Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and
elevation drawings shall be provided on the plan or separate sheet. Stamped engineering drawings
are required for walls between 4' and 6' feet in height.
o Delineate areas to be phased and appropriate timing, if applicable
'J:931? il"l!., ;11:"rs axrYrtN,v f,FE-
^rr4. rE'D .
tr Landscape plan must be drawn at the same scale as the site plan.
o Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated (including
new location), and to be removed. Large stands of trees may be shown (as bubble) if the strand is
not being affected by the proposed improvements and grading.
E Indicate all existing ground cover and shrubs.
r Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size
for shrubs and height for foundation shrubs) of all the existing and proposed plant material including
ground cover.o Delineate critical root zones for existing trees in close proximity to site grading and construction.
u Indicate the location of all proposed plantings.
Page 4 of 12102107102
o The location and type of existing and proposd watering systems to be employed in caring for plant
material following its installation.
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the
bottom of wall elevations noted,
Architectural Floor Plans:
Scale of 1/8" = !'or larger; 1/4" is preferred
Floor plans of the proposed development drawn to scale and fully dimensioned, Floor plans and
building elevaUons must be drawn at the same scale.
g{llearly indicate on the floor plans the inside face of the exterior structural walls of the building.
Ft-abel floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.).
I r o One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) wasTt , calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations.
AProvide dimensions of all roof eaves and overhangs.(J
;trlchiteCural Elevations:
<-e>Scale of 1/8" = 1' or larger; 1/4" is preferred
>s(All elevations of the proposed development drawn to scale and fully dimensioned. The elevation- drawings must show both existing and finished grades. Floor plans and building elevations must be
drawn at the same scale,
If buiHing faces are proposed at angles not represented well on the normal building elevations, show
these faces also.
.=K Elevations shall show proposed finished elevation of floors and roofs on all levels.
X ntt exterior materials and colors shall be specified on the elevations'
6*" following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.
o Show all proposed exterior lighting fixtures on the building.
tr Illustrate all decks, porches and balconies.B Indicate the roof and building drainage system (i.e. gutters and downspouts)'
o Indicate all rooftop mechanical systems and all other roof structures, if applicable.
Alllustrate proposed building height elevaUon on roof lines and ridges. These elevations shouldvcoordinate with the finished floor elevations and the datum used for the survey.
{o __,, B E}terior color and material samples shall be submitted to staff and presented at the Design Review
rfi44(o:n Board meeting.
5''Hii', ji.?il SR . l).%;d ",'oIhHJ
t x\ c'- PRsp666 .
o Include height above grade, lumens output, luminous area
B Attach a cut sheet for each proposed fixture.
II. IMPROVEMENT LOCATION CERTIFICATE fiLC)
Once a building permit has been issued, and construction is underwan and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location Certilrcate survey
(ILC) sbmped by a registered professional engineer must be submitted. The following information must
be provided on the ILC:
o Basis of bearing and tie to section corner
o All property pins found or seto Building location(s) with ties to property corners (ie. distances and angles)
o Building dimensions, including deck and balconies, to the nearest tenth of a foot
o Building and garage floor elevations and all roof ridge and eave line elevations
o All drainage and utility service line as-builts, showing type of material, size and exact location
o All easements
Page 5 of 12102107102 -
o
nikff-*f<- To villrcvt a/t€'nil\r{-
PROPOSED MATERIAIS
Buildino Materials Tvpe of Material
Roof
Slding
Other Wall Materials
Fascia
Soffits
Windows
WindowTrim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Endosures
Greenhouses
Retaining Walls
Exterior Lightng
Other
Notes:
Please speciff the manufacture/s name, the color name and number and attadt a color chip.
Page 6 of 1A040il02 ;
Botanical Name
PROPOSED TANDSCAPING
Common Name
PRoPoSED*ttt No l.\.Fu] { Ai-trr scnpr\\.6*}EDpgg> ,
AND SHRUBS
I As>Sa-xf rr:J4-- !os4. A6--SFI-
f.F [Y1As:uaf btup,-*-.P na<tst' .PAN-
EXISTING TREES
TO BE REMOVED
sezr m,w*\
Minimum Requirements for Landscaping:
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Square FootaqeTvpe
Please specify other landscape features (i.e. retaining walls,
Page 7 of L2102107102
UTILITY TOCATION VERIFICATION
This form is to verify service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized 9iqnature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEf ENERGY
970.262.4024 (tet)
970.262.4038 (fax)
Contact: Kit Bogaft
EAGLE RIVER WATER & SANTTATION
DISTRICT*
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949J224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
At-+_ t-zTrufi (g: C;uVEglAtz--V
Avn l,vavug-- {HL6 I b f\dT
Ne13 C,or\:fe-vc^toN .
*Please provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed.
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. lf a utility company has concerns with the proposed construction, the utility representatlve shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail, However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
oroblems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. Utility locations must be obtained before
dioqinq in any public right-of-way or easement within the Town of Vail. A buildinq permit is not a
Public Way permit and must be obtained separately.
Page 8 of LZ/02107102
Addition to the Town of Vail Maintenance Shops
1309 Elkhorn Drive
Vail. Colorado 81657
PEC Submittal: April 15,2002
The following documents are included in this submittal:
l Stamped, addressed envelopes and list ofadjacent property owners.
2. Title Report. ( I )
3. Written Statement Describing the work. ( I )4. ZoningAnalysis. (1)
5. Stamped Topographical Survey *
6. Existing and Proposed Site grading plans*
7. Landscape Plan (4)
8. Roof Height Plan (4)
9. Architectural Floor Plans (4)
10. Architectural Elevations (4)
I l. Photo Assessment (l)
12. Parking Assessrnent (1)
13. Avalanche Study - Arthur Mears, P.E.
One copy of all plans at 8 Yz x I I " is included herein.
* Per discussion on Friday April 12, 2002, these will be submitted no later than
Monday Apri|22,2002.
Due to the nature of this expansion and its relative minimal impact on the surrounding
properties, the Department of Community Development has waived the following
requirements:
l. Written approval from Condominium Association. This is not applicable as there is
no association orjoint ownership.
2. Vicinity Plan.
3. Sun / Shade analysis.
4. Architectural Massing Model.
5. Environmental Impact Report.
6. Additional Material - none required at this time.
,L ),:'f-
D^1n
A-O()_TLJ
TOVIN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-47 9-2L38
CONTRACTOR
OWNER.,fOJ
Bui LdingF---->
Pl.an Check--->
Investi gat i on>
Ui l. L ca l,l,---->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
ADD/ALT COMM BUILD PERMT
Job Address: 1309 VAIL VALLEYLocation...: 1309 VAIL VALLEYParcel No.. : 2tO7-092-O0-001Project No. : PRJ97-0058
Status. . .
ADMINAppIied..
Issued. ..
Expires. .
.00 Total Permit Fee-------->750.00 Payrents----
DR
DR
APPI-,,ICANT .f .I.,. VIELE CONSTRUCTION Phonet 97Q-476-3Q82
816s 7
Phone: 9"1 O-476-3082
8165 7
.00 Total catcutated Fees---> 5,271.N.m Additional, Fees--------> -5,?74-@
1000 s FRoNTAGE RD W, *202, VArL COJ.L. VIELE CONSTRUCTION
1000 s FRoNTAGE RD W, #202, VATL CO
ALLSTATE TNSURANCE CO t TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
Z,7,+O.N Restuarant P[an Revie]F->1,781.n oRB Fee-------.00 Recr.ation Fee---------->3.0O CLean-Up Deposit------>.m
\>,^.( U, t\.6.at1-
JOBSITE AT ALL TIMES
Permit #: 897-0099
Description:
REMODEL/ADDTTTON 2400 SF
Occupancy: 82 Bz
Type Construction: V 1-HR Type V l-Hour
Type Occupancy:
Valuation: 600,000 Add Sq Ft:
Fi reptacc Infornatiori: Regtri cted:#of Gas App[ iances:fof Gas Logs:fof tlood/Pal. Let:
**rr*t*tt*k**i*tf,*t****tt*i*f,t***f,t*t*******rr*****t**r**** FEE SUt{ilARy ****f,}r******t********ffi't******Hff**r*ffi*****ffi*ffi*i
'r***,r'r**ffii****r*************i-**-]gl!ff:l;lii*;;;A*-*-*ilX;**-*.*Hllllll;i*iJ*-*i**.*-*.*S-*
Ileqi,q51Q0_EqII,DING DEpARTMENT Depr: BUTLDTNG Division:95/,Q8/.r997 CHARLIE Acrion: NoTE PLANS To DAN'07'/03'/7997 CHARLTE Action: AppR pER DAN STANEKIte{ri'.q54q0_PI,4NNING DEpARTMENT Depr: PLANNTNG Division:Q5/.99/.I997 CHARLTE Acrion: Nofe pr,ANs To MrKE-MoLLTe;i--'- --
97'/O2'/L997- -MIKE Action! AppR See conditionsIte.$i'.0s600_EIRE pEPART\iENT - DApr: FrRE Division:Q1/,99/,!997 q!!ABI,I Acai.n: NorE pr{ANS ro FIRE-07'/03'/1997 CHARLTE Rctiona AFFR N7[ - -- -
rtb.m:' 05500-pqBIrIC woRKS ,_ ', Dept: puB WoRK Division:Q1/,a9/,!99? CHARLIE Action: NoTE N/Ao7'/o3'/r99't LARRy_p acrioni ApFn rb--
*****t****ff*t**ttr*ffffiff****t*ffiffi*t*******ffi***ffi1**ffi"t*lhtffr:tt**lff*ffi****ffi*ffi*ff*i.t**t**ff**ffi*****ffiff*****
see Page 2 of thj-s Document for any conditions that nay apply to this pernit.
DECLARATIONS
I.hereby _acknowtedgc that r have read.this app[ication, fitted out in futL the infornation required, compteted an accurate p[otptan, and state thrt att the inforrnation provided as requirad.is corfect. t agrec to compl,y with tirc informtion and ptot pLan,to co[pLy with al' I' Toun ordinances _and state tavs, and io buil,d this structune according iothe Tovn's zoning and subdivisioncodes, design reviev approved, Uniforn Buil,ding code and othrr ofdinances of the Town afpticabl,e thereto.
REOUESTS fOR INSPECTIONS SHALL BE IIADE TI.IENTY-TOi'R HOURS IN ADVAI{CE BY TELEPHONE AI 479-2138 OR AT OUR OFFICE fROI,I E:OO AI.I 5:OO PI,I
ISSUED
os /08 /Lee7
07 /03 /Lee7
t2 /30 / LeeT
Send Ctean-Up Deposit To: ToV SIGNATURE OF OI,I|NER OR CONTRACTOR FOR HII{SELF AND OIINER
**************************************************L**********r.*****************J.
Permit #: 897-0099
Pernit Type: ADD/ALT COMM BUILD PERMTApplicant: J.L. VIELE CONSTRUCTION
97 0-47 6-3082
Applied.05/o8/L997
Issued: 07 /03/1997To Expirez t2/30/1997
CONDITIONS
as of 0't /17 /97 Status: ISSUED********************************************************************************
Job Address:Location: 1309 VAIL VALLEY DR ADMIN BUILDINGParcel No: 2L0L-092-00-001
Description:
REMODET,/ADDITrON 2400 SF
Conditions:1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.3. 1) Geologic Hazard Mitigation: Regrading is proposed onForest Service property. This land is subject to a pending
l-and trade with the USFS. No grading can occur on thisproperty until the land trade has been completed.2) Site Plan Is6ue: The approved site plan for t,his projectshall be the eite plan for the adjacent SeasonaL HousingProject (joint access).3) Minor fenestration changes have been staff approved.4) No eignage is approved as a part of this permit.4. AII lighting fixtures shalL be fully cut-off on the entire site.
V
,f::iT!"'o?? o" uor,
"t*" l;;r"!\t"'oo' - "*#ri",_,ffilfi* FoRlt ( /yl/h /
PERT1IT #
at?o-z---
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"'ae_osa #;#El??
pn.(77-ztst
o
s:. _. ::" :::. ::" ::::::::F.8ffiz iffi#fiffi= :::. ::::;::::f::::;
TJON ****** * ** ** **** *****t******
/N<.'Address:u5
Electrical Contractor:
Address:'
.Plunbing Contractor:
Addressii-
Mechanical Contractor: (JflK.n r.lAddress:,,
********************************
";BUILDTNd PERMTT FEE:
FLUI.fEIIIG PERMIT FEE:
UECHAN'TCAIJ PER}IIT 8EE :
EI.,ECIRTCAI, FEE;
OTHER TYPE OF FEE:
DRB FEE:CIA;IN-UP DEPOS
TOTAL PERI.IIT
BUIIDTNG:
STGNAFURE:
ZONIIIG:
SIGIIATURE:
^ t APPLfCATIoN I'tusT BE FJr,r.nD ouT coMPLETEtY oR rr rMo-r BE AccEpI.T
f,.--,--.-*******************:b*r* PER!{IT INFORMATfON *:r******************
vJ-auilains J;d-R'nling {3-electrica:. [r(J-uectranibar [ ]-other
OT BE ACCEPTED
*** * * * ** ***** ******* ***** *
tot N.r"r@ Job Ad,dress:
Legal Deseription: Lot
Owners Name:Address:
Architect: l4Nt- ffcrsr)Address: ,5{5i {re6r'nr.top Sr.
General Descripti"",
l{ork class: x-uew 3{-art"ration 6{-aaaitional [ ]-Repair t r-other
Nunber of Dtrellingr Units:Nurber of Accommodation Units:
-ryqT5lceul_6oe@_OTHER: I
rorAL: l-{d4p-oa.-MECHANfCA!z l-jo,666
l3o7 Vo,t t/ uev D*tve
** CONTRACTOR
Itl- ("oAErr?,,1,70
Town of Vail Req. NO.Phone Number:
Town of Vail Reg. NO.Phone Nunber:
rrr-.
Town of Vail Reg. NO.Phone Nuuber:
FOR OFFfCE USE ******************************!.
BUTIDING PIAN CTIECK FEE:PLI'I{BTNG P[AN. CTIECK FEE:UECIIANICAI, PIAN cHEcK FEEs
RECREATTON FEE:
@4lr uP DEPOSTT REnnD
Town of Vail
25 SouEh Frontage Road
Vail, Cotorado 816 57
(303) 479 -2138
PLan review baaed on
the 1991 uniform Building Cocle
Project Number: PR,J970050
Address: 1309 VAIL VALLEY DR
ContracEor: if.L. VIELE
Architect: RNL DESIGN
Engineer: RUSSELL KEELER
Sprinkler System throughouE building
# SHEET IDENTTFICATION
1
3
4
5
5
I
9
Name; TOV ADMIN OFFICE ADDITION
Date: MaY 9, 1997
occupancY: 82. A3
Type of Const: V-N
PLANS Examiner: DAN STANEK
CORRECTION REQUIRED
clazing in a hazardous location is required to be
qiazed'with safeEy maberial' -- Sec' 5405'
Provide a landing on bolh sides of door' Note: The
;;;p-; size requiretnents. -- Section 3304' (i) & (j)
Provide handicap access to the bui'1ding' -- Chapter
J_t
Provide a 48 inch clear access width !o the handicap
compartment. -- ANSI A117.1 sec' 4'17'3 & Fj-g' 30
Provide the required 29 inch heighE' 30 inch cLear
width, & 17 inch clear depth under at leas! one
i"lt"lo.v. -- ANSI A117.1 Sec' 4'19'2 & Fiq' 31
Provide aC least one mirror with the bottom wiEhin
40 inches of the fLoor. -- ANSI A117'1 Sec' 4'19'6
Grab barg need to be shoi\tn on the plans that comply
wiEh ANSI A117.1 Sec. 4-]-6'4, 4'I7'5' & 4'24
For heating or hot-water supply boiler applicabions
a floor driin shall- be supplied for suibable
disposing of accumulated fluids' tlMC 2119
In rooms wiEhout natural ventilation a mechanically
operated ventilation systen shall be provided
c-apaUfe of supplyinq aL nin' 5 cu'ft'per minute of
oulside air per occupant in all occupied portions of
the buildinq. UBc 705 oR UBc 505
Furnaces not Iisted for alcove or closeb
installation shall be installed in a room having a
volume at least 12 times the toLa1 volume of the
furnace. Boilers require a room at least 15 bimes
f .rq.t than the volume of the boiler ' IJI'tc 504 (b)
Include a copy of the soils report for the site to
be builb on. -- Sec. 2905.
l-b
18
Town of Vail
25 South Frontage Road
Vai1, colorado 815 57
(303) 479 -2138
Plan analysis based on
the 1991 Uniforn Buildinq Coile
ProjecE Number: PR,I970050
Address : 13 09 VAIL, VAL'L'EY DR
contractor:'J.L. VIELE
ArchitecE: RNL DESIGN
Engineer: RUSSEIL KEELER
Name: TOV ADMIN OFFICE ADDTTION
Date: MaY 9, L997
Occupancy: 82
Type of ConsL: V-N
Plins Pxarniner: DAN STANEK
NoTE:Thecodeitems].istedinthisreporcarerrotintendedtobeacomplete
li-sting of all po""iUi" code requirenen's in the 1991 uBc' rt is a guide to
selecEed sections of the code'
Sprinkler syatem throughout the buililinq
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
- -flOnfff Property line 155'0 Feet 155'0 Feet
nair nropertv line 100'0 Feet 100'0 Feet
iouin eroperty tine 75'0 Feet 75'0 Feet
WEST Building 45'0 Feet 22'0 Feet
Area increased 1OO.O0t for open area on 4 sides'
l.lr NAME OCC MAX FI.,R AREA ALLOWED RATIO STATUS
1 offices 92
1 Conference Room L 82
1 conference Room 2 82
1 Lunch Room Bz
1 Women Restroom 82
1 Mens Restroom 82
1 Janitor Room 82
l- Waiting room 82
TOTAI, FOR FI,OOR
BUII,DING TOTAI,
L475 15000 0.09
270 15000 0.02
270 15000 0.02
252 15000 0.o2
95 16000 0.01
95 15000 0.01
35 15000 0.00
1709 15000 0.11
4203 16000 0.26
4203 15000 0.26
SOUTH
BRG NON. BRG OPNG
WALI, WAI.,L PROT
Ohr ohr None
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
WEST
BRG NON- BRG OPNG
WAI,L WALI, PROT
Ohr Ohr None
ok
ok
ok
ok
ok
ok
ok
ok
The actual height of this building is L8'0 feet'
NoTE: The height of the aircraft hanqier may be unl-inited if the minimum
clear area around the buil-ding is nol less than one and one-half Limes
the buiLdinq heiqht. -- sec 507 Exc' *2
The maxirnum heiqht ot [ne building is 40'0 feet' -- Table 5-D
EXTERIOR WALI, FIRE RATINGS AND OPENING PROTECTION
Table 17-A & Table 5-A
NORTH EAST
OCC BRG NON-BRG OPNG BRG NON'BRG OPNG
WALL WALL, PROT WALL WALL PROT
82 Ohr Ohr None Ohr Ohr None
The exterior wal-Ls may be of COI'TBUSTIBLE material' sec'220L
\
OTHER BUII,DING ELEMENTS
ELEMENT MATERIAI'
Interior Bearing $,a11 AnY
Interior nonbrg Ital I AnY
Structural Frame AnY
Exterior Struct Frame AnY
Floor/CeiLing AssemblY AnY
Roof/Ceilinq Assembly AnY
Stairs AnY
Table 17 -A
RATING NOTES
unr
u nr
0hr
0hr
0hr
0hr
None
t?iT?:::;.s j-n an exterior wa1l localed where openinss are not permitted or
where protectlon of openings is required' shalI be protecced agalnst
external f ir" expl-"rlr-"-""- i"q"ir"a -f or exterior bearing walLs or the
strucLural frame, whichever is greaber' -- Table l-7-A' footnote 1
?fil"::"i:'"o.b,r!bibl" construction in the roof /ceilins assemblv' draft
stops shal1 be installed so that the area of concealed space does nots
exceed 3000 square-i".i-""a so that the horizontal- dimension between scops
does not exceed 50 feet' -- sec ' 2516 ' (f)4'B' (iii)
See exception when spiinkters are instatled in concealed space'
OCCUPANCY SEPARATIONS -- Table 5-B
See footnote +L
EXIT PANIC RATED DOOR NOTES
WIDTH HDWR CORRIDOR SWING
EXIT REQUIREMENTS :
FL NAME OCCUPANT NUMBER
LOAD REQUIRED
0-3 No
0.3 No
0.3 No
0.3 No
0.0 No
0.0 No
0.0 No
0.3 No
1,5 No
No N/R
No N/R
No N/R
No N,/R
No N/R
No N/R
No N/R
No N/R
Yes Oub
1L
of the
50 or more.
(0.3)
1l-1 of f ices
L conference Room 1
1 conference Room 2
1 Lunch Room
1 Women Restroom
1 Mens Restroom
1 'Jani tor Room
L Waiting room
TOTAI,
FOOTNOTES:
11) corridors within a tenant
resuire a rated corrid.or '
occupant load less Lhan 100 may noE
-- sec. 3305. (g) exc. *5
_Lf
Id
rat
TI
.)
77
89
1-
I
1
1
1
1
1
In areas where 2 exits are required, the minimum separaLion i's 1/2
maximum diagonal of the "r"i or floor' -- sec' 3303'(c)
Exib signs are required from aII areas serving an occupant l-oad of
-- Sec. 3314.(a)
Door swing is based on Sec. 3304' (b) except as noced"
Occupant load is based on Table 33-A'
Numblr of exits is based on Tab1e 33-A except as noted'
s*it "iatn is in feet and based on sec' 3303' (b) '
ExiC width is to be divided approximately equally ar}ong. exits'
Width shown for a1f areas is based on other exits ' (0'2)
Width shown for lst floor is based on other exits' (0'2)
Width shown for other floors & basements is based on stairways'
For the minimum wiilth of doors, see sec' 3304' (f)
For the minimum width of corridors' see sec' 3305' (b)
For the minimum width of stairways' see sec' 3305' (b)
HANDTCAPPED ACCESS :
1) Handicapped access is required to at least:
!o this Luildinq- -- sec. 3103' (a) & (b)3'
2\ If a ramp is used for handicapped access'
1-z12- - - Sec 3307. (c)
Provide a landing within 1 inch (L/2 lnch at doors used for handicapped
access) of the threshold. -- Sec' 3304'(i)
The minimum width is same as door width and the minimum length is 44 inches'
-- sec. 3304. (i)
The maximum travel distance
-'Sec.3303.(d)
ROOFING REQUIREMENTS :
1) The roofingr on this buildj-ng is
cedar or red.wood shake shingles
accordance with Section 3204 (e) ,
one primarY entrance
the max sloPe rs
in this building is 200 feeL'
facings are required to have a flame-
maximum smoke density of 450 unless
facing is in contact with a wall or
required to be Class C -- Table 32-A
and #1 shingles conslructed in
Speciat-purpose Roofs may be used'
- - Exception #4
2) See .""1io., 3204. and IcBo research reporhs for requtremencs '
AUTOMATIC SPRINKLER SYSTEMS:
If there are 100 or more sprinklers, the automatic sprinkler system sha1l be
supervised by an approved central , proprietary' or remote station servl-ce
or a local, atann w-hi ch will give an audible signal at a constantly
attended location. -- Sec. 3803-
WALL AND CEII,ING FINI SH I
1) WaIl and ceiling finish materials
Sec. 4204. (a) and Table 42-B.
are required to comPlY with
2) carpeting on the ceiling is required co have a class I flame
spread ratinq. -- sec. 4204- (bl
3) Tlxtile wall coverings sha11 have Class I flame spread rating'
and shall be protected by automatic sprinklers or meet the
acceptance criteria ot u.g.c' Standard No' 42-2 -- Sec' 4205 '
INSULATION NOTES :
1) A11 insulation material including
spread rating of 25 or less and a
it is in a concealed space and the
ceiling. -- sec. 1714. (c) exe-#2
2) Foam plastic insulations are required to be protected- -- Sec. 1-713 '
GLAZING REQUIREMENTS:
Al1 qlazing in hazardous locations is required to be of safety
glazi.ng material . -- Sec. 5406. (d)
HANDICAPPED REQUIREMENTS :
NOTE3 Section numbers l-isted below are from ANSI A1l-7 ' l- - 1985
WATER FOUNTAINS I
1) one must have a spout wiEhin 36 inches of the floor' -- sec' 4'L5'2
2) SpouL tnust be at lhe front of Ehe unit' -- Sec' 4'15'3
3) Controls must be at or near the front of the unit' -- Sec' 4'15'4 &
4.25.4
4) A cantitevered unit
27 inches hiqh. 30
5) A clear area of 30
area is required to
unit and for a side
is required to provide a clear area under the unit
i.r"ft"" -wide, ana- 17 inches deep' -- Sec' 4'15'5 (1)
X 48 inches is required at the fountain' The clear
provide for a forward. approach with a cantilevered
lpp."."it otherwise- -- Sec. 4'15'5 & Fig" 2'7 b'c'd'
of
TOIIJET FACI],ITIES:
1) A 5' dianeter unobstructed
- - sec. 4 .2 .3 & Fig. 3 (a)
turning space is required in the toiLet room '
Lhe clear area required iE:
a side approach.2) When water closeE is not in a comparlment'
a) 48 inches wide bv 55 inchee deep with
-- Sec. 4.L6.2 & Fig. 28
b) 48 inches wide by 65 inches d'eep with a front approacn'
-- Sec. 4.L5-2 a Fiq. 28
c)60incheswideby55inchesdeepwithbobhapproacnes.-- Sec. 4.L6'2 & Fiq. 28
d.) Side bar is t"q"it.e to start within 12 inches of the back wal1 and
extend to 54 inches from the back wa11' -- Sec' 4'L6'4 & Fig' 29
The rear lat is required bo be 35 inches lonqr' -: Fig: 29
3) When water closet is in a compartment. bhe area requlred 1s:
a) 55 inches aeep by eO it'cne" wide wibh a grab bar at the back and one
at bhe side. Ooor is at front or side' -- Fis' 30(a) or
b) 55 inches deep by 35 or 48 inches wide with grab bars on both sides
and door at front. -- Fiq. 30(b)
d) If a ffoor mounted hrater closet is used' the depth dimension
shown above .,ttt f. increased 3 inches' -- Fis' 30(a) a (b)
e) Side bars are required to start within 12 inches of the back waII and
extend co 5a inclies from the back wa11. -- Fis. 7.55a & 7.55b
The rear bar is required to start wilhin 5 inches of Lhe side wall-
and be 35 inches lonq. -- Fiq. 30(a)
4)Thebarsaretobe33to35inchesabovethefloor..-Fis.29(a).(b)e
on the water cLose! is required to be 1? to 19 inches
Fis- 29 (b) & Fiq. 30 (al)
to be stal-I type or have an eLon9'ated rim and be
the floor. -- Sec. 4.]'8.2 a Fiq' 29(c)
48 inches is required in front of the urinal'
Fiq. 30 (c) ' (d)
5) The top of the seat
above the floor. --
6) Urinals are required
within 17 inches of
?) A clear area of 30 X
- - Sec. 4.18.3 under the lavatory of8) Accessible l-avatories shal1 provide a clear area
29 inches. -- sec. 4-L9.2-1 & Fig. 31
9) A clear area of 30 x 48 inches is required in front of the lavatory.
-- Sec.4.L9.3 & Fig. 32
10) The botsCom of mirroi is required to be within 40 inches of the floor'
-- Sec. 4.19'6 & Fiq. 31
A Prof€sslonal Corporatlon
r515 Arapahoe Street, Tower l, Sulte 7oo, Denver, Colorado 8o2o2 pl tol.295.17r7 fl 3o3.29:.o845
RNt Desif LLLLL.LLLLLLLLLLL
Report of Contact
Date of Contactt 05.16.97 Date of Report: o9.t6.97
Projecr Name: TOV Admin. Bldg. Project No: t-7554.o1
I Phone Participants: Laura Yanoviak
! Meeting Dan stanek
Discussion, Aqreement or Action:
Problem:
TOV Building Depanment found Hall l9l to be a dead-end corridor over zo -o' long and unacceptable by code.
Solution:
The existtng wall between Hall [5] 0 Conference r [6] wlll be cut back to r€define the beginning of the corridor Gee
attached sketch) in order to meet the intent of the code.
h should be noted that Hall l5l is an existing corridor. The new layout shoftens this corridor by r2'-o" in length, and the
bullding is now belng fully sprhkler€d; thus, this new design provldes a safer envlronment than the existing conditlon.
ln addition, Dan Stanek requests an additional exit light o Hall [22], centered on gridline'3".
ce Dan Stanek, TOV Bullding Department
Susie Hervert, TOV Public Work
file
7V8/roc1ogr6
CONFERENCEG1
,,r@
I N']
2----:
lEXl
ICE
'-..-...i.i.--1
oI
-|(l
----J
r>
hol"lEN'g
RESTROOI1
I"lENrs -RE5TROOI1
VE3TIFULErE-l
TOV ?vblic lu'.lonks Admin. tsldg.
RECONFTG. DOOR @ CONF. 1 167
coPtRrctfl t997 - R L otStGN, P.C.
Thir doc!m..t, ond lhc idcos ond d.dgn conc.pts incoeorot6d hcrdr, or on imlru,n.nt ol prot lsionol r.rv!t.. d......-..'....
4?2?Ao%CONCRE?EWORKORDER I
CTUfhompson, Inc.
Type of Cure:
CTL Box O
CTL Tank l
Lab C
OnerJz!-i,4
Scheduled Time ? to
oare -Z' / !
No. of So€cimens
[No. of 4x8"
Typo of Tost:
No, ot 6x12"--j{- I
Field f Dal'd.
Ship.ln 3 Mix
CIF e Beam
3
a
E]
Test Time l
Spocifiod Srongth '. ( :
Od€red By_
Conf rmation No.
Amkient Tcmp.,:fif,f].1i.',"F facitity remp. llliif:i:r:::,1:iii'r
Rec'd, Oate_ by
Contraclor 'j -, tt'"
Supliar '. /- /'Truck No.
MixDesign "l,t!Bifc,,/',' BatchTimo:i*l#fft8,4''' *samptodat: Truck -,81
P acement Location ,
%weisht it/,h pa:rlnp.WL
ch W €igha.illLpc{ Temp. jfi.'F
7-Dey
Due Date DUJ Dale Due Dale
Purnp O
P{ryrlc.l
Propenbe
Test ProJerties:
Prcject Specs.:
28-Day
Due Oale Due Date Due Datc
Total fime
f,lqp,, Ptease Note Physical Properties Prior to Signing Below:
Wrth
087S4 Job code*L-,;--+- rD
cotfiHAgtiotrs coPY
OTHER TESTS
Dua Dalal__
t-_-
CTL Fap.
Delays
To
o
,A
CONCRETE WORK ORDER
CTL/ThompEon, Inc.
No. o{ Speclmen3_
lNo. ot 4x8'_ No. of 6x12"__ l
Typo of Test:
Fietd 3
Shigtn D
ctF o
Del'd. O
Mix 3
Beam A
Ambi€nt Temp.
Type of Cure:
CTL 8ox tr
CTL Tank B
o
Scheduled Time .
Datc -2/Z:_,__
Tesl Time
Speclfied Strength
Ord€red By
Lab o Confirmation f{o
Other
: ,,,: ..:i, "p Facili,ty Temp,,ir,;rilt;'i"f
Rec'd. Date by
Project Nar.e
Addr€ss
Contractor
Supplier Truck No.-, 1 :" 'r Tick€t No. ., , ,,' ,, ,,. rli:ii:,ii;r$,t;,rili
Mix Oeslgn
Pumg tr
Phyrbrl
Proprnla3
Teet Proportics:
Proi€ct Sp€ca.:Slump . ' Air' .: ' oL Weight .. psf Temp. ., . , .F
7.Dav
Due Date Due Dire
28-Dey
Due Dale Due Dafe
OTHER TESTS
Du€ Dale Due Dat€ Dr.;a Dale
Tolal Tirne
Delays Caused By ,
7o
fionfiec|i?rs
Fap" Please Note \sicalproperties
priof ro signing Betow:
av - lt --.{on
Oof\lTPAcrntr'c .rA.v
TD
o .on"s.;F"HsffnoRDER o
No. of Specimens
lNo. of 4x8"_No. of 6xt2"jl-1
Type of Test:
Field O
Ship-ln 0
ctF c
Scheduled Tlme
Date
TsSl Timg ;i$ ''5i: ; i1ri...'),,i: ;i.:
Sp€citled Slr€ngth
Ordered 8y
Contirmation No.
oel'd. -l
Mix tr
Beam D
Type of Cure:
CTLBox O
CTLTank C
Lab
oiher
tr
Ambisnt Temp.,'-j.,.'F Facility Temp.St[:i;'F
Rec'd. Date .Dy Time
Proj€ct Name
Addrass
Contractor ) (
Supplier Truck No.
Mix oesign V ?&,1 ' *Batch Tim€
Placemonl Localion
Sampled at: Truck El
Pump Cl
7-Day
Due Date Due Date
28-Day
Due Date Due Date Due Data
OTHER TESTS
Due Date Due Dale
; , , ., ::: ., '- . .
CTL Bep._t1
Total Tf me /, \
Delays Caused By
To Contraclor's Rep., Ptease Note Physical Properties Prior to Signing Below:
B 08709 Job Code
By
OO'ITRACTOF€ COPY
TD
o
No. of Spedmene
[No. of 4x8"_f,lo. ot6x12'Z-l
Type of Te$:
Field O Det'd. A
Striptn D Mrr B
CIF LJ Beam U
' Amb 6nt T
Rec'd, Dale
CONCRETF WORK ORDER
CTuThompson, Inc.
o
9cheduled Time
Oate ..' /
Type ot Cure:
CTL Box O
CTLTank O
Lab
Other
rest rime :,lli;i;[St: Bi,$Si:,]l'],'ri':;'rr'''i
Specifi€d Slrength
Ordered By
EI Confirmation t'{o.
eme,. "F Facllity temp.$€i"F
by- Time
ProjEl Nam€
Address I
Contraclor
Supplier
t / . ''
t.'-f, !..t .,'/,
Mix Design
Placemenl Location .. , ,
Phyrlcrl
Propcrlla.
7-Day
Dlg-aaltl Dua Dara Dqs-Defe
28-Dav
Due Odte Oue Dete Oue Date
O?HER TESTS
Due Oalet_I-t_
t\ ''Total Time al ,2
TO @fn0/lor's Fep, Pleasd Nole Physical Properties Prior lo Signing Below:
* :flr ::{ wi$ , /, 1 1:/r, i }- 7 :
B 08272 Jobcode
By
ctf{TRAcIOB€ @Pt--b-.
TD
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2138
Etectr i ca [--->
oRB Fee
Invest igation>
UitL cal.l.---->
TOTAL FEES--->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
ELECTRICAL PERMIT
JOBSITE AT ALL TIMES
Permit #: E97-0157
OV{NER
P O BOX 1984, VArL CO 81658
ALLSTATE INSURANCE CO t TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
Oescription: ELEC FOR PUBWORKS AD BUILDING ADDITION Valuation:60, 000 . oo
*t**********i*********i*t**********t*t********************* FEE SUtltlARY *ttttr[******************t****t***********t****************
APPLICANT HUNT ELECTRIC
P O BOX L984, VAIL CO 81658
CONTRACTOR HUNT ELECTRIC
1309 VAIL VAI.,I.,EY DR
1309 VAIL VALLEY DR (AD
2101-0 9 2 -0 0-0 01
PRJg7-0058
BALANCE DUE----
Status...: ISSUED
BAppIied. . : o7 /28/t997Issued...: 07/28/1997Expires..: OL/24/7998
Phone : 97 O-9 49-4O6L
Phone : 97 O-9 49-4O6L
.00
.o0
.o0
Job Address
Location. . .
Parce.L No. .Project No.
1 ,077. Oo
.00
.00
3.00
1 ,08O. O0
TotaI Catcutated Fees---)1 ,080. 00
Additionat Fees---------> -1,080.00
TotaI Pernit Fee-------->
***rr****Jrt********************'wr***fi***********t*********************************H**********************************************
Dept: BUILDING Division:
FOR ELEC DEpT: FIRE Di.vision:
**********************t**********************************t***************t*******************ff********t*ff*********tr********t****
CONDITION OF APPROVAL
].. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
****t************************i******************************ft***********************************************************ffi*******
DECLARATIONS
r.hereby -acknwledgc that I havc read this apptication, fitl,ed out in ful,L the intormation requi red, conpteted an accurate ptotptan, and state that alt the information provided as required is correct. I agree to compt,y riith tire infornation and ptot itan,to comPly uith att Tovn ordinances_and state taHs, and io buiLd this structure according io'the Town,s zoning and subdivisioncodes, design review approved, Uniform Buil,ding Code and other ordinances of the Tovn afpLicabl,e thereto.
REOUESTS FoR IllSPECTlol{s SHALL BE IIADE TIIENTY-FOUR HoURS lN ADV NCE BY TELEPHoNE AT 479-?13E OR AT otR oFFTCE FROti 8:q) A 5:00 pl'l
Ite_m: .06000 ELECTRICAL DEPARTMENTO7/28/1997 CHARLIE Action: AppRITEm:' O56OO FIRE DEPARTMENT
SIGNATURE OT OI.'NER OR COi{TRACTOR TOR HIIISELT AND O}'NER
TOlrlN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2738
APPLICANT
CONTRACTOR
OVINER
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
MECHANICAL PERMIT
Job Address...: 1309 VAIL VALLEY DR Status..Location......: 1309 VAIL VALLEY DR AD BUILDINAppIied.Parcel No.....: 2101-092-00-001 Issued..Project Number: PRJ97-0058 Expires.
JOBSITE AT ALL TIMES
Permit #: M97-01-41
ISSUED
o8/13/ree7
08 /20 /ree702/t6 /7ee8
Description:
INSTALL FIRE SUPPRESSION SYSTEM
Fireptace Information: Restricted:
FRONTIER FIRE PROTECTION
2617 W HOLDEN PLC, DENVER CO
FRONTTER FIRE PROTECTION
2617 W HOLDEN PLC, DENVER CO
ALIJSTATE INSURANCE CO t TOWN
AIJLSTATE PLAZA, NORTHBROOK IL
tof cas Appt iances:
802 04
802 04
OF
60062
Val-uation:
#0f Gas Logs:
Phone t, 3O36290227
Phone: 3036290227
15, 150.0o
#of l,ood/Pa L tet:
ffi**ff*****ff*f*****ffi**ff*ffi*i*Hrt*****trHrrt#rhH**** tEE SUl{tlARY *r*#*********t***rHr***#r*ffrr|t***tt********************t
tlechani cat--->320. 00 .00
.m
403.00
Ptan Check---> 8O.0O
Restuarant Pl.an Revieu-->
oRB Fee--------
TOTAL FEES-----
Totat catcutated Fees--->
AdditionaL Fees--------->
405.00
-405.00Invest i grt ion>
Uitt cat l,---->
.00
3.00
Total Permit Fee--------> .00
Paynents-------
't**tt*ffi**rt****trt**tt*****rt*****trt***i***t*ttt*******ffitt*******ffit**************lllllff-lli--**;;iiiii*******ill***
I!g$!,,9I1q0^PqMING_DEPARTMENT_ -, Dept: BUILDING Division:08/73/1997 CHARLIE Act,ionr APPR N,/AI!e.4ri"g56Q0 FIRE DEPARTMENT Dept: FrRE Divisi.on:O8/.13/.L997 CHARLIE Action: NOTE PLANS TO FIRE DEPTO8/20'/L997 JOHNG Action: AppR AppR PLANS TO BLDG.DEPT.
CONDITION OF APPROVAII
1. !.IEI.D INSPECTIQNS ARE REOUIRED TO CHECK FOR CODE COMPL]ANCE.2, 1.ADD HYDRAULTC NODE POTNTS tO B- SRANCH-r_,rlln.2.MOVE F.D.C. TO FRONT (SOUTH) SrDE FOR AeeESS.
****************************************************************************.****
: DECLARATIONS
I.hereby acknoutedge that I have rcad,this appLication, fitted out in ful,l, the information required, conpteted an accurate ptotpl'an, and state that att the inforration provided as rcqui red is correct. I agree to compty riith tire inforration and pl,ot itan,to.co[pl'y Hith al' I' Torrn ordinances,rnd statc taws/ and to buiLd this structure according iothe Tonn,s zoning and subdivisioncodes, design revieu aPproved, Uniforn Buil,ding Codc and other ordinances of the Town afpticabl,c thereto.
REAUESTS IOR INSPECTIOI{S SHALL BE I{ADE TI.IENTY-FOUR IOURS TN ADVANCE BY TELEPHOI{E AT 47Y2138 OR AT OUR OIFICE FROI{ 8:OO Ail 5:OO P].In. .l
SIGNAT,RE oF or,,NER oR coNTRAcroR FoR HrlrsELF AND ouNER \ )tu,tu1 L Nur,L#
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
OWNER
Job Address
Location. . .Parcel No..Project No.
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PLUMBTNG PERMIT Pernit
AT ALL TIMES
P9 7-009 94.?.
1309 VAIL VALLEY DR StaIus...: ISSUED
1309 VAIL VALLEY DR (AD BApp]ied..: o7/28/19972L01-092-00-00L rssued...: 07/28/L997PRJ97-0058 Expires..: O!/24/I999
APPLICANT LUNSFORD BROS. MECHANICAL
2481 COMMERCE BLVD., GRAND JUNCTION,
CONTRACTOR LUNSFORD BROS. MECHANICAL
2481 COMMERCE BLVD., GRAND JUNCTION,
ALLSTATE INSURANCE CO * TOWN OF
Phone. 9'1 0-242-579O
co 8150s
Phonel. 970-242-5790co 81505
ALLSTATE PLAZA, NORTHBROOK rL 60062
Description: PLUMBING FOR AD BUILDING ADDITION Valuation:20, 000 .00
***************i*i*t**************t************************ FEE SUl"l ARy ****************t**********i*t************************t***
Pl,umbing----->
Ptan check--->
Invest i gation>
tliLt catl,---->
300.00
75.00
.o0
3.00
Restuarant Plan Revi ew-->
ToTAL FEES-----
.00
378.00
Totat Ca I cu (ated Fees--->
Additionat Fees--------->
Totat Permit Fee-------->
Payments
578.00. -378.00
.00> .00
*tr********************r***************************************************************ilitllfi-l*;;;;;;;iiiiiii************ill***
IIqm: ,05]-OO-BqILDING DEPARTMENT Dept: BUILDING Division:o7 /28/1997 CHARLTE Aaaiont -Appn cHenr-,rE DAvrs--Itbm:'0s500 FIRE DEPARTMENT Dept: FIRE Di_visi"on:
************************t**t*******************i********t**i**********f**rt*t*************************i-r*************tt***********
CONDITION OF APPROVAL
].. FIELD INSPECT]ONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
***ff*fi*fi*ff**********t********tt*******ff*******-tffff******t*ff*t****t*****ii*******************tt*****************************
DECLARATIONS
I hereby acknowtedge that I have read this apptication, fitl,ed out in futl, the information requ.ired, compteted an accurate ptotptan, and state that att the information pfovided as required is correct. t agree to compty iittr tire information and pt,ot i:tan,to comply rrith atL Tovn ordinances and state tars, and io buitd this structure according io'the Town's zoning and subdivisioncodes, design review approved, Uniform Buil.ding Code End other ordinances of the Town appl,icabl.e the.eto.
REOUESTS FOR INSPECTIoIIS SHALL BE I'|ADE TiJENTY-FOUR HOURS IN ADVANCE By rELEpHgttE Af 479-2138 oR AT OUR OFFICE FRoril
L.
JUL-28-97 HoN il:39 FAX N0, 9704763423o
^lpc"^*ai-o1e county ^""""*o=?rrr"" . ,lf rr.t70-l2i-8640 fcr _parcel l. Totfy OF Vff! COlrS11RgClfONfDARctr tz )tol &i ooil-- --- '_;iiLn' ilI#,ffif,**
P,M
PE&\II
'
-
ifob l{aDei
al
APPTJCATToN t{usr EE FrI-LED ous co}tpr.ErHLv oR rT tiay tfor EE ACCEI|TED
f t'*tr***rt**r**rf **ta*tt***r*' iuruln l13gRlrrgrol{ r+**ri*.lr.,,r.*lrr**r*r**r*r****7Y. ' ,
Y)-Hrllding t)g1-rrunllng {l-urectric.r 54,-rreeuantear [ ]-ocher
legal Description: Iot
-.
,fob lddres=,
owners l{anei @Address:It07
Arc!,iteat:eddsese;
General Descrl,ptionr t zvoa Er+c ! ?4oo ss
work ctass: g(-rrer JX-eft""arion (:-maftional [ ,le.p"i, f f **",
Ntnbe= of Dqrclling'Irnlts: O t{ruber of Accor'oaaticn tnlts: C)
dr"=
and rype of
'r'replaces: cas.Appltances__ cas !ogs__ nood,/pe1l6t_
[****"**trr**t******l*****'tt***t*'r r,ertraTrgrs t+**ta.*+t**r**!r**iiit:rra.*i*.a**t
E&EqtRrctttl 6o10@uEcEerrcltt t--7F ofrIEtR: I
*I.HT1:ii.il:?:
?IHER rrPE oF EEE: ..BLlqA:rrcllY EEE:
bn^a ''8:
cEr$_uP DEDOsrt:| .- _-__._ lVlI! SWr! EEES:
I
EEFEFiEfvffitr t Eurr.Dnrc sl-l-l--l_ | ST@IAIURE!
-
l-l-l-l--_1 ZOI|!]|G:
-
a;ffi;ri--r__t_ I SI@rIIURIE:
-
3olaentsl r_r___
5tr:rA.u;1_,\\44 .
t**t* *+t *rf **ttar*tttttrir*Address: $i$."fr#ll,
PIIlmuc i4ld;ti ;E;
-
8or:ollrc DLIN cEECK EEI:tqcu4.YlcAllEnitrift,
-
DJIIBTNG Pr.rtr'.-occr feu; :--El4clRriti FEE;- _ EeAlr{ctu prAtr qncr-rsa: .-
OIHEp ryln or *11n..
-r-
.SECREAIfOII !EE:
----
-
t r
'--
, Pl-Fbirtg Contractori Q7:.c>
Addressi'# 3::l-'3.Y:ll-*- * rro:-L,3 fu.P
f,echanlcal Contractor:#tii o"oonc r{unber: siq - zd ffi.
fudserno HL)Ki'tlr^,aodress: .- sA;;-----' ruL P*=-.f..:lil *q.- y9._JJZ{lPhgne Nulber: @--r-:i,}ii;#iffiffi;'f 'rt** **t ** tbR oFFrcs-ugE :ll:. f-l1*nf * rr ***rr r *. * *i.**rr
lfo.
,sE4!-tr-lFosrr tgF1'rq m:
t
REPT 131 TOWN OF VAIL" CELORADS
Lt/el0/g? 0r7:56 REOUESTS FOR INSFECTION h,ORK SHEETS FOR:11/'86/97
Activity:897-O157 II/ZA/97 Typer B-ELEC Status: ISSUED Constr: ACOH
61,n.." Address: 13AB UAIL UAL.LEY DR
Location: rSOq VffIL UALLEY DR (AD BUILDING)
Ftarcel: t1O1-€t9a-Ora-AO1 Occ:Use:
pR6E 39
AREA: l l'
- 'Descri pt i on : ELEC FOR FUBI^IORKS AD
Applieant r HUNT ELECTRIC
Owner: ALL.,STATE INSURANCE CO .i4 ItrtN OF
Corrtract ot'r HUNT ELECTRIC
BUILDING ADDITION
Fhone: 97O-949-4O6 I
Fthone:
F,fion€ : 978--949-4O61
Inspect i on Request
Reqr-restor: VAL
r.,:i Req Time: 8t1 :OO
It erns request ed t o
.-,.{'01 9er ELEE.-Fi na I
Inf ornat i on. . . . .
Comnents:
be Inspected...
Fhone: 949*4O6 I
t,
Item: OOIIO ELEC-Temp. FowerIt em: grQf Eb ELEC-Rough
Act i on: AF'trR I:IPPRoUEO, 7A/e4 /97 lnspeet or ! EG Act i on : AF'trR flpF'Ro\,tEll
^ Ia/3@/97 Inspector. I EG Action: DN pvc to be lginches bel n
tI/@4/97 Inspector*: EG Actiorr: AFFR FiFFRAUED
Ifbml oqrl3g' ELEC-conduit
Itenr Ot?14O ELEC-Misc.
ftemr ABl9'A ELEC-,Final
Item : ?r8,?:?4.FIRE*ALARI* ROUEH
Item: qrlASSS FIRE-FINtlL C/O
CommentE,
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL/ co 81657
9t 0-47 9-2r38
Job Ad.dress. . .
Locati,on
f'arcel No.....
Project Number
DEPARTMENT OF COMMUNITY DEVELOP}'{EN1'
NOTB: TTIIS PERMIT MUST
I,IIICHANICAL
BE POSTED ON
PERMIT
JOBSITD AT' A''I' -rM}iIi
,7//7- 2/54
Permi L lf : tlS', 01 ,.
1309 VAII., VALI,T'Y DR
1309 VAIL VALLEY DR
2I0t-092-0 0*0 01
PRJ9 7_O O5 B
Status. .
(AD BUILDIAppIied.
Issued..
E \,,ni racl
I SSUED
o7 /28 /7ee7oe/04/7ee't
03/03/leeB
APPLICANT LUNSPORD BROS. MECHANICAL Phone: 97u?.42579O
2481 COMMERCE BL,VD, GRAND JUNCTION CO 81505
CONTR.I\CTOR LUNSFORD BROS. MECHANICAL Phone . 0242
2481 COMMIIRCE BLVD, GRAND JUNCTION CO 81505
OWNEIT ]\I,LSTAT}I INSURANCE CO % TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
t i feD lacc Information: nestricted: Y llof Gas App t i ances:
** ***)t**** *****)t*t(**rt* *** rr*tr**i:* t(****tr*r(***** ************** FEE SUtll.lARY ********** ***** ******** ******* ******d *** *** ** r . , r*'krr***)r
14echani ca [--->
P lan Check--->
Investigation>
ui Lt ca t t---->
1,40C- 00 Restuafant Ptan Review--)"1,753.U(t
Faynrent s
Description:
MECFIANICAL FOR AD BUILDING ADDITION
351).00
.00 Total Catcutated Fees---).00 Ad(lition.rL tces--------*> -'1 ,753.Oo
Val-r.ration:
fof Gas Logs:
i0 000 )
,/of Uood/Pa
> . O()
.00 TOTAL fEES-----
5. O0
1,751.AO Tota[PermitFee-------->
Dept: BUILDING Dj.irs )n:
Dept: I'IRB l)i vi.sic l
-00
]tqm: ,O51OO BUIi,DING DEPARTMENT
09 /Otj /I997 CHARLIE Act-iorr: APpRIt(;m:' 05600 FIRE DEPARTMENT09/O4/1997 CHARLIE Action: AppR N/A
CONDITION O]' APPROVAL
1. !'IELD INSI'ECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. COMBUSTTON AIR rS t(E0urRiiD pER SEC. 607 OF THE 1991 UMa-3. II!STALLATION MUST CONFORM '1'O MANUI.'ACTURES TNSTNDCiTONS IrTINTO APPENDIX CHAPTER 21 OF THE 1991 I,IMC.4. GT1S APPLIA}ICES SIIAI.,L B[ VENTEI) ACEORDiNG 'J'O CIJAPTER 9 .A}.IDSHALL TERI{II.IAT'E AS SPECII'IED IN S}IC.906 OF THE 199r UI{C._5. ACCESS TO HEATTNG EQUTPMENT MUST eol4Fr,v wrru sue.sos-auo703 OF THE 1991 UML:6. BOII,ERS SI]ALI, BN MOUN',.'DD ON FLOORS OF NONCOMBUSTIBLE CONST._ qM,Es:s LTSTED FOR TVIOUNTTNG ON COMBUSTTBLE F'oORiNG:- --- ---
7 . TqR!{I!TPL,ANS -A}J'I CODE ANALYSIS I'IJUST]_SE_POSTND i$r-'MECHANICAL^ Rgou pBroR To AN TNSPECTTON REOUEST.B. lrRaruacE oF l-"1ECry4N1CAr,-nOoMs--c6Nierurns HEATTNG oR HOT-WATER$r,rppi.,y BorLEi-{q sHALr, BE EQUTPPED-witH- A FaijoR- DRArN--FER s[e:'2119 OF THE 1991 UMC
* * * * * * * * * * * * * * * * * I * * * * * * * * * * * * * *' * * * * * * * * * * * ,< * * * * * * * * ;t * )k * * *. * * * * * d- * ' ***** " **.r *
DECLAITATIONS
I hereby acknowtedge that I have read this appt'ication, fil,ted out in futI the information reqr,rirecl. compteted an acculate pLot
plan, and state that att the information provided i,s required is correct. l agnee to compty with the infornation and Ptot pLan,
to compty with al,l, To\.rn ordinances and state [aws, and to buitd this structure according to the To!,n's zoning and srrhdivis'
codes, desiJn reviel.t approved, Uniform Buil,ding Code and other ordinances of the Town appticabte thereto.
REOUESTS TOR INSPEC]TONS SHALL BE I4ADE TI,IENTY-FOUR HOURS IN ADVANCE tsY TELEPHONE AI 179-213A OR AT OUR OFTICE TROfi 8:O:., AI4 5:OO PI'I
SIGNATURE OT OUNER OR CONTRACTOR TOR TIIT,ISELF AND OI,INER
(\loon LNe-L.ra^/-
l&J t- Da-l cJ
Nunber of Dsrelling Units:t{r:drer of Acco nodation Units:o
i}*"=
and Tlpe of Fireplaces: Gas .Appliances cas Lc;s ',fcci-,,?eli=-:_
/{*************************i******* VAIIIATTONS *********************************
BUIIDING: i 4SO,Ooo _EIryTBIcry.r_l^oaao ,
P^LUI€ING: $
PE3{YIT /I,rL coNsTRuctroIPLTCATION FORI.f
Ettrna
^ I APPLTC,ITrON llusr BE Fr7r.trD OUT CO!{pterELy oR rr t{ay NOT BE ACCEPIEDv.If****i********************ii*i PERMTT IITFORIfeIJON *******************+******** *,l (l-auiraing tM-plurbing {l-et""t=i."t xJrrectrani-cal [ ]-othertolu"r.r@ Job Address: l3a7 Vat llu.ev D*tve
o
N
Owne:s Nane:
Arclrtect:
teg:al Description: Lot Block
Add:ess:
Add:ess:
o
Torrn of Vail
Phone Nunber:7 -.losl
. plrrrrrhj3g Contractor: e Town of Vail.Address: +r.tE t (orlneaci-8ffi+r'(aNe )opo?lDp ersox _ph.L.rtrrnhaF
|lrrnhs33 J
FOR OFPICE USE ************:r************ir****
B TLDING PI.AI{ CIIECK FEE:
PIIMBTNG PIAI{. C'rECK FEr:IIECIIANICEI. PIAN CEECK FEE:
.RECREATION EEE:
CI.EAN-IIP DEPOSTT:
5!TAL PERUII EEES:
BUTIDTNG:
SIGITAIURE:
ZOIfI|G:
SIGITIITIRE:
Fi.].inq qrrRnrvrqr^N.
P:n.(77-ZtSt
P]n.e1tnl1
General Description,
awork class: x-uew fi1r-arteration ft-Eaaitional [ ]-Repair t l-other_
Electrical, Contractor :Address:
* ***i***i**** *****************!t*
8UTLDtr{G PARMTT FEE:
PLIIIGIITG PER}CTT FEE:
I{ECIIAIrICAI, PTRT'EI FEE:ELECIRICAI EEE:
OTIITR TYPE OF EEE:
DRB EEE:
Htlrn Eu.crrzte.
TO
' i.i;# 11,5. :3"\:# $:.1' t lii'
vAtL. coLoRADO 81657
LtrTTHIPF TRANSNNITTAL
DA'E Y;r/n lro'No
ArrENrroN CAl7<ttE Dbvls
^'' t)l Apr',p.
Attached n under separate cover via /kp' ' the Jollowing items:WE ARE SENDING YOU
\f sr'on drawings
! Copy of letter
I Prints
! Change order
! Plans ! Samples I Specifications
(970) 476-3082
coPtEs DATE NO.DESCRIPTION
3 fllt>h+#r.ataiiruu q llLr'ttslL'; Clyrep"
3 ila>ln ., . tllEar ( o;ss Caccs
THESE ARE TRANSMITTED as checked below:
lJ-rl For approval
E For your use
n As requested
n For review and
N FOR BIDS DUE
Approved as submitted
Approved as noted
Returned for corrections
! Resubmit
-copies
for approval
! Submit
-
copies for distribution
! Return
-
corrected prints
comment
!
D
tr
!
19
-
N PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
lf enctosut8.s are not as noted, klndly nottty us 2t once..
** BI'RGGRAAF ASSO** CONSUT.,,TING ENG
GRAND ,f,UNCTION. CO
FI'I-,,L COMMERCIAI, I{VAC
BUILDING MASTER DATA
**
**
LOADS PROGRAM
AND DESIGN PARAMETERS:
-CIATES
INEERS
A'l
PRO,JECT:
CLIEM| :
DATE:
DES]GNER:
VAIL ADMINISTRATION
LI]NSFORD BROS MECII
o8/23/e7
BURGGRAAF
DESlGN
MO}IIII
MAY
JUNE
,TULY
AUGUST
SEPTEMBER
WIMTER
ROOF ASHRAE
TYPE ROOF #
WALL ASHRAETYPE GROUP
GLASS SUMMERNO. U-FAC.
1_ . 0 .610
WALL WAI.,,L
U.FAC COLOR
O.O5O LIGHT
WINTER GLASS
U-FAC. SITD. COEF
0.s80 0.820
OIITDOOR
DRY BULB
ourDooR
WET BIILB
OU
OU
OU
60
60
0
ROOF SUSP
COLOR CLG.
LIGHT YES
INDOOR
REL.III]M
40?
402
402
402
40?
50?
INDOOR
DRY BI'LB
75
75
75
75
75
75
GRAINS
DIFF.
-0.27
-v-zt
-0.27
-0.27
0 .00
rN/orrrDooR
CORRECTION
82
dz
82
dz
6Z
-26
ROOF
U-FAC
0.033
- l-6
-L6
-J"6
-18
1_.
I}TTERIOR
SHADING
I\TTERIOR
SIID. COEF
0 .640
GI,ASS
WIDTH
1 .00
GI,ASS
rlla J- trn l.
. 1_ .00YES
GENERAL PROJECT INFORIVIATION:
PRO.'ECT FILE NAME:
PRO.'ECT LOCATION:
BAROMETRIC PRESSURE:
ALTITT]DE:
NORTH LATITUDE:
MEAN DAILY TEMPERATURE RANGE:
ATT"IOSPHERIC CLEARNESS FACTOR :
GROUND REFLECTANCE:
STARTING TIME FOR IIVAC I-,,OAD CALCULATIONS:
ENDING TIME FOR TIVAC LOAD CALCULATIONS:
FLOOR HEAT LOSS COEFFICIEIIIT:
NUMBER OF UNIQUE ZONES IN THIS PROJECT:
L I\JTT l.
C:7074LOADvAfL, coLoRADo
22.098 rN.HG
A1 trN ETFEiT
40 DEGREES
35 DEG.F
1.1-9
20 PERCENT
6 AI"1
8PM
0.58 BTUH/FT-F
t7
'in#f,13
25403
u(\
ROOM
/tdoc"{#.1J0
,t "o*s pRocRAM By ELrrE ,?**" DEvELopMEtw rNc ***
08/23/97
GRAIID JUNCTION, CO 8]-501-
PAGE 2
* * * * * * * * * * * * * * * * * * * * * GENERAL PRO,IECT DATA (COM|INI'ED) * * * * * * * * * * * * * * * * * * * * *
*** IirUtLL COMMERCIAL
BI'RGGRAAF ASSOCIATES
VAIL ADMIN]STRATION
BUII,DING DEFAI]LT VALUES :
CATCULATIONS PERFORMED :
I.,,IGHTING REQUIREMEIfIS :
EQUIPMENT REQUIREMEIfTS :
PEOPLE SENSIBLE I,OAD MUI.,TIPLIER:
PEOPLE LATEMT LOAD MT'LTIPLIER:
PEOPLE OCCUPAI\TCY BASTS :
ZONE SENSIBLE SAFETY FACTOR:
ZONE LATEMT SAFETY FACTOR:
ZONE HEATING SAFETY FACTOR:
PEOPIJE DIVERSITY FACTOR:
LIGHTING PROFILE NIJMBER:
EQUIPME}fT PROFILE NI]MBER:PEOPLE PROFII.,E NI]MBER:
BUILDING DEFAI'LT CIG. HEIGI{T:
BUILDING DEFAULT WAI.,I HEIGHT:
TIEATING LOADS ONLY
2.00 wATTs PER SQUARE FOOT
0.50 WATTS PER SQUARE FOOT
255 BTUSS PER PERSON
255 BTUHS PER PERSON
1 PERSON PER 100 SQ.FT
0?
0?
0g
1_00?
0
0
0
9. OO FEET
11.00 FEET
INTERNAL OPERATII.IG LOAD PROFILES (C=100) :
REF HR HR HR IIR HR TIR HR IIR HR HR HR HR HR HR HR HR T{R HR HR ER IIR IIR HR HR
NO. t 2 3 4 5 6 7 I910 11 L2t3t4L5L6L7 1-8 19202t222324
1.
z.
3.
4.
5.
6.
7.
10.
cccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccc
ALI-,, DESIGN DATA TAKEN FROM THE 1.989 ASHRAE HAI\IDBOOK OF FUNDAT|IENTALS
o
IIVAC*** Ir[JiIrIJ CoMMERCIAI
BURGGRAAF ASSOCIATES
VAIL ADMINISTRATION*******************
L,,OAD
DESCRIPTION
UNIT CFAC CLTD U.FAC
QUAII -SC- SHGF -CLF-
LAT. HTG. HTG.
GAIN MULT. LOSS
LOADS PROGRAM BY EI,ITE SOHTfiARE DEVELOPMEIiII INC ***
GRAIID .'uNCTTON, CO 81501-
08/23/9'7 PAGE 3
DETAILED PROJECT ZONE LOAD CALCUL,ATIONS ****************
SEN.
GAIN
TOTAT
2. OFFICE SYS# ]- PEAK TIME 6 AIYI WIN.
ROOF-1-r--SUSP.C-L L20 0.500-L9.5 0.033w. wAr-,L-l--G-r-,, 73 0.650-L7 .4 0.050w. GLS- r-- 9o-TRANS r-0 1.000 -20 0.510
o*s- 0- L- ws-sor,AR L0 0.540 0 0.060
WINTER INFL 12
FLOOR SLAB 7.50
TOTAT
3. OFFICE SYS# 1-PEAK TIME 5
1. OFFTCE SYS# 1
ROOF-1_-r_-SUSP. C-L 113N. WALL-I-G-L 1_35w. viALL-r_-G-L 73
N. GLS- L- 9o-TRANS 30
0?s- 0- L- ws-soLAR 30w. GLS- 1-- 9o-TRANS 10
o8s- 0- L- ws-soLAR 1-0
WINTER INFL 1-1
FI.,OOR SLAB 22.50
ROOF-1-1-SUSP.C-L L20
W. WAI,L- 1-G-L, 73
s. !{ALL-1-G-L 11_
w. GLS- r-- 9o-TRANS r.0
0?s- 0- L- ws-soLAR 10
WINTER INFL L2
FLOOR SIJAB 8 .50
TOTAL
4. WEST ElilrRY SYS# 1
ROOF-r_-r_-SUSP.C-L 39l{. WALL-]--G-L 37!{. GIrS- l-- 9o-TRANS 24
0?s- 0- L- ws-soLAR 24
WI}ITER INFL 4
FLOOR SI,AB 5 .50
TOTAL
PEAK TIME 5 AM WIN.
0 .033
0.0s0
0 .0s0
0 .5L0
0 .730
0 .610
0 .060
AM WIN.
0.033
0 .0s0
0 .0s0
0 .510
0 .060
AM WIN.
0.033
0 .050
0 .610
U . Ut)U
,. F r' E F\(I5 .6, /.5/
3 .399
5 .150
f,. J-5(J
59.740
s9.740
82.L57
59.740
0
(15X8) =
3 .399
s .150
59.740
82.L57
59.740
0
(15Xe) =
3 .399
5.L50
59.740
6Z.L)t
59.740
0
(7 X 5.5) =
3 .399
5 .150
59.740
82.L57
59.740
0
0 . s00-r_9 .5
0.550-1-6.7
0 .550-17 .4
l_ .000 -200.640 01.000 -20
0 .540 0
0.500-19 .5
0.650-17.4
0 . 650-17 .4
l_.000 -20
0.640 0
113 SF
384
695
376
L792
59"1
904
-L J +.t
6 ,092
120 SF
408
5 to
>Yt
985
448
2,8L5
120 SF
408
5 /O
57
597
986
s08
2,932
39 SF
L434
329
329
2,4]-6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
PEAK TIME 5
0 .500-19 .5
0.650-L7 .41.000 -200.540 0
*** FULIr COMMERCIAL
BT]RC,GR,AAF AS SOC IATES
VAIL ADMIN]STRATION*******************
LOAD
DESCRIPTION
LOADS PROGRAM BY ELTTE SOFTWARE
GRAND
DEVELOPMEMT INC ***
,JUNCTTON, CO 81501
PAGE 4
CALCITITATIONS * * * * * * * * * * * ,r rr rr tr rr
SEN. LAT. HTG. HTG.
GAIN GAIN MI]LT. LOSS
oIIVAC
oe/n/e7
DETAIIJED PRO,fECT ZONE LOAD
UNIT CFAC CLTD U.FAC
QUAN -SC- SITGF -Cr,F-
5. OFFTCE SYS# r_
ROOF-L-1-SUSP.C-LN. WALL-1.-G-Lw. viALL-1-G-Ls. wALr_,-1_-G-LW. GLS- ].- gO.TRANS
0?s- 0- L- ws-soLARs. GLS- 1- go-TRAlrS
03s- 0- L- ws-soLAR
WINTER INFI.,,
FLOOR SLAB
TOTAT
5. OFFTCE SYS# 1
ROOF-1-1_-SUSP. C-L
S. WAI,L.1-G-L
s. GLS- 1- 9o-TRANS
0?s- 0- L- ws-soLAR
WII\ITER INFL
FLOOR SLAB
TOTAL
7. OFFTCE SYS# L
PEAK TIME 6 AM
l_50
11_
1_00
145
10
10
20
20
t-5
26.00
L25
L18
20
I5
L2 .50
PEAK TIME 6
wIN.
0 .033
0 .050
0 .0s0
0 .0s0
0 .610
0 .050
0 .510
0 .090
AIq WIN.
0 .033
0 .050
0 .610
0 .090
0.s00-r-9.5
0 .650-16.7
0.650-L7.4
0.650-L7 .4L.000 -20
0 .640 01.000 -200.540 0
0
0
0
0
0
U
0
0
0
0
(15 X 10) =
? 100
5 .150
5 .150
5 .150
59.740
59.740
82.t57
59.740
0
(L2.5 X 10) =
3 .399
5.L50
59.740
82.L57
59.740
0
(12.5 X 10) =
2 200
5 - J-5U
59.740
82.1-57
59.740
(16 X 10)
3 .399
5 . r-50
59.740
82.L57
59.740
0
150 SF
510
5',7
5r_5
747
597
1195
]-232
J-55J
6 ,406
r-25 SF
425
but'
1_1_95
1068
747
4,043
125 SF
425
508
1195
1058
4,043
160 SF
544
803
r.195
4, 813
0 .500-19.5
0.650-t7 .41.000 -20
0.540 0
PEAK TIME 6 ATI WIN.
ROOF-1--1-SUSP.C-L t25 0.500-19.5 0.033
s. wALL-l-G-r. l-l-8 0 .650-L7 .4 0 .050
s. GLS- 1-- 9o-TRANS 20 l- .000 -20 0.610
0?s- 0- L- ws-soLAR 20 0.640 0 0.090
WINTER INFL 13
FLOOR SI,AB T2.50
TOTAL
8. OFFTCE SYS# 1_PEAK TIME 6 AM WIN.
ROOF-1--1-SUSP.C-L 160 0.500-19.5 0.033
s. WALL-I-G-L l-55 0 .650-L7 .4 0.050
S. GI-,S- 1- 90-TRANS 20 1.000 -20 0.610
0?s- 0- L- ws-soLAR 20 0.640 0 0.090
WINTER INFIJ T6
FI-,,OOR SL,,AB 16 .00
TOTAL
0
0
0
0
0
U
oo_*** FULL coMMERcTAL rvEc r,oeps pRocRAM By ELrrE SO-FTWARE DEVELOPMEII'r' rNc ***
BT'RGGR.AAF ASSOCIATES CNATO .I'NCT]ON, CO 81501
vArL .ADMTNTSTRATTON oe/n/97 PAGE 5
* * * * * * * * * * * * * * * * * * * DETAILED PRO,JECT ZONE LOAD CAIJST LATIONS * * * * * * * * * * * * * * * *
LOAD
DESCRIPTION
I]NIT CFAC CI.,TD U. FAC
QUAN -SC- SHGF -CLF-
IJAT. HTG. HTG.
GAIN MULT. LOSS
SEN.
GAIN
9. OFFICE SYS# 1 PEAK TIME 6 AI"1
ROOF-1-1-SUSP.C-L 160 0.500-1-9.5
s. WALL-r--G-L l-56 0 .650-t7 .4
s. GLS- L- 9o-TRANS 20 1.000 -20
0*s- 0- t- ws-soLAR 20 0.640 0
WINTER INFI T5
FLOOR SLAB 15.00
TOTAIJ
10. OFFICE SYS# 1 PEAK TIME 5 AM
ROOF-1-1-SUSP.C-L 130 0.500-19.5
s. wAr-,L-1-G-rJ r23 0.650-t7 .4
E. WALL-1-G-rJ 100 0 . 650-10 .9
s. GLS- 1- 9o-TRANS 20 1.000 -20
08s- 0- L- ws-soL,AR 20 0.640 0
E. GLS- 1- 9o-TRANS 10 1.000 -20
0?s- 0- L- ws-soLAR 10 0.640 0
VIINTER INFL 13
FLOOR StAB 23 .00
TOTAL
1]-. OPEN AREA SYS# 1 PEAK TIME 6
V{IN.
0.033
0.050
0 .610
0 .090
wrN.
0.033
0 .050
0 .050
0 .610
0 .090
0 .610
0.470
AM WIN.
0.033
0 .050
0 .050
0 .0s0
U . Ol-U
0.730
0 .510
0 .730
WIN,
0 .033
0.050
0 .610
0.470
0
0
0
0
(16 X 1-0) = l-60 SF
3 .399 s44
s . r-50 803
59.740 L195
82.L57 1315
59.740 956
0 4, 8l-3
(13 X L0) = L30 SF
3 .399 442
5 .150 533
5 . r-50 515
59 .7 40 1-195
59.740 597
82 -L57 1058
59.740 L374
0 5,824
(1 X 1730) = 1730 SF
3 .399 5880
5.1s0 ]-406
5.150 623
5.150 20L
s9.740 3584
59.740 t792
82.L57 ]-42]-3
59.740 2838
0 30,537
(7.5 X s) = 38 SF
3.399 r29
5 .150 l-60
59.740 ]-434
82.].57 329
s9.740 299
0
0
0
0
0
0
ROOF-1-1-SUSP.C-L 1730
N. WALL-1-G-L 273
E. I{AIJL-1-G-L t2t
N. WALL-1-G-L 39
N. GLS- 1- gO-TRANS 60
0?s- 0- L- ws-sor,AR 60N. GLS- 1- 9o-TRANS 30ots- 0- L- ws-soLAR 30
VIINTER INFL L73
FLOOR SLAB 47.50
TOTAL
12. EAST ET{IRY SYS# 1
ROOF-L-r_-SUSP. C-LE. WAI.,,L.1.G-L
E. GLS- 1- 9o-TRANS
0?s- 0- L- 9is-soLAR
WIIflTER INFI-,
FI,OOR SI.,AB
TOTAI-,
PEAK TIME 6 AM
38 0 .500-19 .5
31_ 0.550-10.9
24 L.000 -20
24 0.640 0
4
s.00
0.s00-19.5
0.650-16.7
0 .650-10 .9
0 .6s0-15 .7
l-.uuu -zv
0 .640 0
l_ .000 -200.540 0
0
0
0
0
0
0
0
0
0
0
0
2 ,351
o
I{VAC*** ITUTJIJ COMMERCIAI-'
BURGGRAAF ASSOCIATES
VAIL ADMINISTRATION*******************
I-,,OAD
DESCRIPTION
I]NIT CFAC CLTD U.FAC
QUAI.T -SC- SHGF -CI-,,F-
SEN. I,AT , }ITG.
GAIN GAIN MUTT.
I,OADS PROGRAM BY EI-,ITE SOFTWARE DEVELOPMEIffP INC ***
o8/23/s7 GRAND JUNCTION' "O#;O*
DETAILED PROJECT ZONE LOAD CALCULATIONS ****************
tlr\.'.
LOSS
13. CONFERENCE SYS# 1- PEAK T]ME 6 AI"!
PEAK TIME
0.500-l-9. s
0.650-r-7.4
WIN.
n n??
0 .050
0 .0s0
0 .050
0 .610
0.470
5 Al4 WrN.
0 .033n ntrn
(16 X 37.5) =
3 .399
5 .150
5.I)U
59.740
82.157
59.740
0
(t_ x 219)
3.399
5 .150
5 .150
59.74Q
82.157
)t. t+v
0
(1 X 211)
3 .399
82.157
0
(5 X 7.s)
3 .399
5 .150
82.L57
59.740
(6xe)
3 .399
5 .150
82.t57
59.740
500 sF
2039
906
L92t
t70
2390
4929
33?5
15, 730
219 SF
744
L246
494
L195
1807
Lt+z
7,428
211 SF
7L7
L725
2 ,442
=45SF
153
427
4Lt
448
L,439
=54SF
]-84
5104tt
5Jt'
t,643
ROOF-1_-1_-SUSP. C-LN. WALL-1-G-L
E. WALIJ-1-G-IJ
S. WALL-1-G-L
E. GI,S- 1- gO.TRANS
ogs- 0- L- ws-soLAR
WINTER INFL
FLOOR SLAB
TOTAI-,
14. OFFTCE SYS# 1
ROOF-1-1-SUSP.C-LN. WAII_,-1_-G-L
W. WALL-l-G-Lw. GLS- r_- 9o-TRANS
0?s- 0- L- ws-sotAR
WII{TBR INFL
FLOOR SLAB
TOTAL
15. RESTR.OOMS SYS# 1
ROOF-1-1-SUSP. C-L
WIIVTER INFL
TOTAL
16. MECHANICAL ROOM
ROOF- 1- r. - SUSP . C-Lw. WALL-l_-G-L
WIhITER INFL
FLOOR SLAB
TOTAL
J-7. ELECT?.ICAL ROOM
ROOF-r_-1-SUSP. C-LW. WALL-1--G-IJ
WIMIER INFL
FLOOR SLAB
TOTAL
PEAK TIME 6 AI'{ WIN.
2]-9 0.500-19 .5 0 .033
242 0 -650-t6.7 0.050
96 0.650-]-7.4 0.050
20 1.000 -20 0 .610
20 0.640 0 0.060
22
5Z.AV
PEAK TIME 6 A.!I WIN.
2Lr 0.500-19.s 0.033
2L
600
r/o
33
40
40
60
55 .50
0 .500-19 .5
0.550-15.7
0.550-10.9
0 -550-L7 .41.000 -200.640 0
0
0
0
0
0
0
n
0
0
0
0
sYs# 1
45
83
5
/ .5U
SYS# 1 PEAK TIME 5 Al"1 wIN.
54 0 .500-19 .5 0 .033
99 0.650-17.4 0.050
5o nn
v*** FULL COMMERCIAI, IIVAC LOADS
BIIRGGRAAF ASSOCIATES
VAIL ADMINISTRATION************** AIR SYSTEM # 1
ZN. ZONE _ DESCRIPTION SQ.FT
NO. PEAK TIME & MOI.rrH PEOPL
CU. FT
PROGRAM BY ELITE SOFTWARE
GRAND
o8/23/97
(BASEBOARD HEATING)
HTG.LOSS SEN.GAIN
HTG. CF"t"l CLG. CFM
cFM / SF CFM / SF
DEVELOPMEIST INC ***
JUNCTTON, CO 81501
PAGE 7
zoNE SUMMARY *************
LAT.GAIN HTG.O.A CLG.O.A
EXH. CFM REQ.CFM REQ.CFM
ACT.CFM ACT.CFM
OFFTCE
6 AIq MAY
OFFICE
6 Al,l MAY
OFFICE
6 Al'il MAY
WEST EIiTTRY
6 AM l'tAY
OFFICE
6 ATI MAY
OFFTCE
6 AIVI MAY
OFFICE
6 AI'4 MAY
OFFICE
6 AII MAY
OFFICE
5 AIvl lvlAY
OFFICE
5 AIVI MAY
11-3
0
1_013
LZV
0
1080
]-20
0
1080
39
0
347
150
1350
L25
0
]-Lz5
t25
0
t1-25
1_60
L440
IOU
0
]-440
130
0
LLTO
6,092
382
3 .38
2 ,8L5t76
t.47
2,932
L84
1 .53
2,4t5
151
3.87
6 ,406
+vz
2.68
4,043
za5
2.02
4,043
2s3
2.02
4,8L3
302
1.89
4, 813
302
1 .89
5 ,824
J05
2.8A
0
0
0 .00
0
0
0 .00
0
0
0 .00
0
0
0 .00
0
0
0 .00
0
0
o .00
0
0
0 .00
0
0
0 .00
0
0
0 .00
0
0
0 .00
Ls/P
L7
35
L5/P
18
t7
L5/P
18
L7
L5/P
6
rit
ts/P
23
38
L5/P
24
1q lD
19
24
Ls/P
z+
28
r)/ H
24
28
1q lD
zu
34
NONE
0
0
NONE
0
0
NONE
0
0
NONE
U
0
NONE
0
0
NONE
0
0
NONE
0
NONE
0
0
NONE
0
0
0
NONE
0
10
*** F\tLL CoMMERCIAL
BURGGRAAF ASSOCIATES
VAIL ADMINISTRATTON************** AIR SYSTEM # 1
ZN. ZONE - DESCRIPTION SQ.FT
NO. PEAK TIME & MONTH PEOPL
ctt. FT
o
}TVAC PROGR,AI\4 BY ELITE SOFTWARE
GRAND
08/23/97
(BASEBOARD HEATING)
HTG.LOSS SEN.GAIN
HTG. CFM CLG. CFM
cFM / SF CFM / SF
DEVELOPMEI{J]T INC ***
JUNCTTON, CO 81501
PAGE 8
ZONE SUMMARY ****:t********
I.,AT.GAIN HTG.O.A CLG.O.A
EXH. CFM REQ.CFM REQ.CFM
ACT.CFM ACT.CFM
11 OPEN AREA
6 ATI I4AY
173 0
0
r_5570
56
o
J5t'
600
0
5400
2L9
0
t971"
2tt
0
r-899
45
405
54
0
486
30 ,537
L,9L4
1 .11
2,35L
r+t
3 .87
]-5,730
vdo
L.64
7 ,428
466
2.L3
2 ,442
153
n ??
L,439
90
2.OO
L,643
103
1_.91
0
0
0 .00
0
0
0.00
0
0
0 .00
0
0
0 .00
0
0
0 .00
0
0
0 .00
0
0
0 .00
t5/P
zov
180
ts/P
6
L4
ts/P
90
93
L5/P
33
44
L5/P
32
14
Ls/P
7
.'
1-s/P
8
L0
NONE
0
NONE
0
0
NONE
0
0
NONE
0
0
NONE
0
0
NONE
0
NONE
U
0
0
0
0
0
0
0
t2
13
J-+
EAST ENTRY
5 A}I MAY
CONFERENCE
6 AM MAY
OFFICE
6 AM MAY
RESTROOMS
6 AI4 MAY
MECHANICAL
5 AIVI MAY
ELECTRICAI.,
6 AIVI MAY
0
1_5 0
400
IO
L7
0
0
0
0
ZONE PEAK TOTAIS
TOTAIJ ZONES i L7
4,L39
0
37,239
t05 ,7 67
6 ,629
1_. 60
0
0
0 .00
0
400 624
oz5
0
0
********** AIR SYSTEM # 1_ (BASEBOARD HEATING) TOTAL LOAD SUMMARY ***********
ArR HANDLER DESC: BASEBOARD HEATING WITII CV (PROPORTION) TERMINALS
SENSIBLE HEAT RATIO: O.OO ----- THIS SYSTEM OCCI]RS ]- TIME(S) IN THE BUILDING
o*** FUTJL COMMERCIAL ITVAC LOADS
BURGGR,,AAF AS SOCIATES
VAIL ADMINISTRATION
SUMMER: EXH COMIROIJS OIIfSIDE AIR
ZONE SPACE SEN.LOSS
INFlLTRATION SEN.LOSS
OIIISIDE AIR SEN.LOSS
SUPPLY DUCT SEN.LOSS
RETI'RN DUCT SEN.LOSS
TOTAL SYSTEM SEN.LOSS
PROGRAM BY ELITE SOFTWARE
GRAND
08 /23 / e7
DEVELOPME}TT INC *
wNcrroN, co 81501
PAGE 9
AIR SYSTEM PEAK TIME: 3 PM IN SEPTEMBER
OIITDOOR CONDITIONS: 82 DB, 60 WB, 0.00 GRAINS
BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VEIiTT.
PEAK TIME IN SEPTEMBER AT 12 AI4 IS DIFFERENT FROM
HENCE, TTIE AIR SYSTEM CFM WAS COMPUTED USING A ZONE
INSIDE: 75 DB, 40? RH
LOADS, THE ZONE SENSIBLE
TIIE TOTAL SYS. PEAK TIME
SEN. I-,OAD OF O
WINTER: VEIiIT CONTROLS OI]IfSIDE AIR
415 CFM)
624 CFM)
157,034 BTUH
5,630 CFM)
624 CFM)
O CFM)
O BTT'H
0 cFM)
400 cFM)
400 cFM)
2,275
ztzta
BTTTH
BTIIH
n cE'M)
400 cFM)
-5J
z, zzz
0 .19
BTT'H
BTT]H
71_, 671 BTUH
34,096 BTUH
5L,267 BTTJH
O BTUH
O BTUH
SUPPLY AIR:105,767 / (0.739 X 1.08 X 20) =
WINTER VE!flT OUTSIDE AIR (9.41t OF SUPPLY):
ZONE SPACE SEN.GAIN:
INFILTRATION SEN.GAIN:
DRAW-TI{RU FAN SEN.GAIN:
SUPPI,Y DUCT SEN.GAIN:
TOTAL SEN.GAIN ON SUPPLY SIDE
RETURN DUCT SEN.GAIN:
RETI'RN PI,ENUM SEN.GAIN:
OIITSIDE AIR SEN.GAIN:
BLOW-TI{RU FAN SEN.GAIN:
TOTAL SEN.GAIN ON RETI'RN SIDE
O BTUII
O BTT'H
O BTUH
O BTUH
OF COIL:
SUPPLY AIR: O / (0.739 x 1.10 x 0) =
SUMMER VENT OUTSIDE AlR (O.OO* OF SUPPLY):
O BTUH
O BTT'H
2,275 BT1drl
O BTUH
OF COIL:
TOTAL SEN.GAIN ON AIR HANDLING SYSTEM:
ZONE SPACE LAT.GAIN: 0 BTUII
INFILTRATION I,AT.GAIN: O BTUH
OUTSIDE AIR LAT.GAIN: -53 BTTIH
TOTAI LAT.GAIN ON AIR HANDLING SYSTEM:
TOTAI.,, SYSTEM SENSIBLE AND LATEIfT GAIN:
TOTA].,, TONNAGE REQUIRED W]TH OUTSIDE AIR:TONS
*** FULL CoMMERCIAL
BUR@RAAF ASSOCIATES
VAIL ADMINISTRATION
I.,OADS PROGR,AM BY
08 /23 / e7
ELITE SOFTWARE
GR,AI{D
-u-
FACTOR
DEVELOPMENT INC ***
JUNCTION, CO 81501
PAGE 10
AREA x AVERAGE
UFACTOR UFACTOR
o
IryAC
* * * * * * * * * * * * * * r * * * * * * * * * * BUILDING EIWELOPE REPORT * * * * * * * * * * * * * * * * * * * * * * * * *
EIIMELOPE REPORT USING WINTER U-FACTORS:
MATERIAL GROSS GLASS
TYPES AREA AREA
NET
AREA
ROOF
WAI.',L
GLASS
4137 .5
3388.0
JY6. U
0.0
398.0
N/A
4L37 .5
2990.0
JYO. U
0 .033
0.0s0
0 .580
l_5b.550
149.500
230.840
0 .033
0 .050
0.s80
1
L
TOTALS
WAL,L
DIRECTION
WALL
AREA
GL,,ASS
AREA
WAL,L NET
AREA
N/A
W.AVG
U-FAC
5L6.877 0 .069
GI,ASS AVG GLASS AVG
U-FACTOR SIID.COEFF
N
NE
E
SE
s
SW
w
NW
995.s
0.0
698.s
0.0
979.0
0.0
715 .0
0.0
120 .0
0.0
74.0
0.0
120.0
0.0
84-0
0.0
875 .5
0.0
524.5
0.0
8s9 .0
0.0
631.0
0.0
0 .050
0 .000
0 .050
0 .000
0 .050
0 .000
0 .050
0 .000
0 .580
0.000
0 .580
0 .000
0 .580
0 .000
u . Satu
0 .000
0 .640
0 .000
0.640
0.000
0 .640
0 .000
0 .540
0 .000
TOTALS 3388.0 398 .0 0 .580 0 .5402990.O 0 .050
*** FULL' COMMERCIAL
BURGGR,AAF ASSOCIATES
VAIIJ ADMINISTRATION************************ TOTAL
BUILDING PEAKS IN SEPTEMBER AT 3 PM
o
I{VAC LOADS PROGRAM BY ELTTE SOFTWARE DEVELOPMEIIT INC ***
GRAND JUNCTTON, CO 81501
08/23/97 PAGE 11-
BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * * *
BLDG. LOAD
DESCRIPTIONS
AREA
QUAII
SEN.
LOSS
?TOT
LOSS
LAT.
GAIN
SEN.
GAIN
= TOTAI
GAIN
?TOT
GAIN
ROOF
WAIJIJ
GLASS
FLOOR SLAB
4,L39
2 ,995
398
308
0.00
0.00
0 .00
0 .00
L4,069 8.96L5,424 9.8223,776 t5.t4
L8,402 tL.72
0
0
0
0
U
0
0
0
0
0
SKIN LOADS 7 ,532 7L,67]- 45.64 0 .00
I-,lGIITING
EQUIPMEMT
PEOPLE
PARTITIONI/EMT 624INFL 415
DRAW-THRU FAI{
BLOW.THRU FA}I
SUPPLY DUCT
RETI'RN DUCT
0
0
0
0
2 ,275
0
0
0
0
0
0
n
0
0
0
0
0
0
n
0
0
0
0
400
U
0
0
0
5L,267
34,096
0
0
0
U
0 .00
0 .00
0 .00
0 .00
32 .65
2L.7L
0.00
0 .00
0 .00
0 .00
0 0.000 0.000 0.000 0.002 100 .000 0.000 0.000 0.000 0.000 0.00
2,22
BUILDING TOTALS 1"57 ,034 100 . 00 -53 2,275 2,222 1_00 .00
BUILDING SUMIIARY
LOAD DESCRIPTIONS
SEN.
LOSS
TTOT
LOSS
LAT.
GAIN
SEN.
GATN
= TOTAL ?TOTGAIN GAIN
VEIiTTII,ATION
INFILTRATION
ZONE LOADS
PLEMJM LOADS
FAIiI & DUCT LOADS
2,222 100.000 0.000 0.000 0.000 0.00
5L,267
34,096
7L,571
0
0
5Z.Oa
2L.7L
45.64
0.00
0.00
2,275
0
0
0
0
-53
0
0
0
0
BUILDING TOTALS t57 ,034 100.00 -53 2,275 2,222 100.00
TOTAL BU]LDING SUPPIJY AlR (BASED ON A 20 fD) :
TOTAL BUTI-,DING VE}I"T AIR (9.40? OF SUPPLY):
TOTAL CONDITIONED AIR SPACE:
SUPPLY AIR CFM/SQ.FT. OF CONDITIONED SPACE:
SQ.FT OF CONDITIONED AIR SPACE PER TON:
TONNAGE PER SQ.FT OF COI{DITIONED AIR SPACE:
TOTAL HEATING REQUIRED WITH OUTSIDE AIR:
TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR:
6,530
624
4,t39
L .5018
22,352.8353
0.0000
157 .03
0.19
CFM
CFM
SQ.FT
CFM/SQ. FT
sQ . FTITON
TONS/SQ. FT
I{BH
TONS
2617 West Holden Place,
NONTIEN, TIBE
FIRE PROTECTTON ENGINEERS AND CONTRACTORS
Denver, Colorado . 8O2O4
PROTECTION rNc.
TELEPHONE: 629-0221
AUTOMATIC FIRE SPRINKLER SYSTEM
EQUIPMENT SUBMITTALS
AND
HYDRAULIC CALCULATIONS
T'OR
TOWN OF' VAIL - ADMINISTRATION BUILDING
1309 VAIL VALLEY DRIVE
VAIL,COLORADO
vArL t[ffi,?=s,fd,fJ.tE -f-,str$
oFFiUE'6bPv
TABLE OF CONTENTS
ITEM
Sprinklers
Pipe (Schedule l0 & 40)
Pipe (Eddy Thread 40)
Threaded Fittings
Grooved Coupling
Backflow Preventer
Grooved Check Valve
Flow Switch
Tamper Switch
Fire Deparftnent Connection
Hom and Light
Hanger
Fire Caulking
MANUFACTURER
Globe
Grinnell
Bull Moose
Grinnell
Victaulic
Ames
Globe
Potter
Potter
Potter-Roemer
Fan-Larm
B-Line
3M
,auroufrtc sprunrtnnsLOBE"Moont fN Bau SPn'av Snruns
Rncnssnn Pnr,tnnrvr
Rn cns s n p Vnnrt c.lt S n n rutt
Rncnssnn HoruzoNret Snnrutt
RECESSED
PENDENT
RECESSED
VERTICAL SIDEWALL
RECESSED
HORIZONTAL SIDEWALL
517€46-,1583 . FAX 517-846-9231
l'f F'NE SPRflVKI,ER
CORPORATION
.IOz/AIRPARK DRIVE, STANDISH, MICHIGAN ,{8658
DECEI'1BER 1995 A.I3N
DnscruprroN AND OpnnenoN,
The Globe Model JN Sprinkler is a low profile yet durable design
which utilizes a frangible glass ampule as the thermosensitive element.
While the sprinkler provides an aesthetically pleasing appearance, it can
be installed whereier standard spray sprinklers are specified. This
sprinkler series is available in various styles, orifices, temperature ratings
and finishes to meet nryrnt design requirements.
The heart of Globe's Moiel JN sprinkler proven actuating assembly
is a hermetically sealed frangible glass ampule that contains a precisely
measured amount of fluid. When heat is absorbed, the liquid within the
bulb expands increasing the intemal pressure. At the prescribed
temperature the internal pressure within the ampule exceeds the
strength of the glass causing the glass to shatter. This results in water
discharge which is distributed in a pattern dependent upon deflector
style used.
o
TncuruceLDATA
Patent Pending.
,' See reverse side for Approvals and Specifications.
n Temperature Ratingp - 135'F (57'C), 155'F (68'C), 175'f V9"C),
200'F (93'C), 286'F (r4r'C).
" Water Working Pressure Rating - 175 psi ( | 207 kPa).
' Factory tested hydrostatically to 500 psi (3448 kPa).
Maximum low temperature glass bulb rating is -67'F (-55'C).
- Frame - bronze r Deflector - brass u Screw - brass
, Bulb seat - engineering plastic n O-ring - silicone
Bulb - glass with glycerin solution, 5mm.
. Escutcheon Assembly - steel
* SPRINKLER TEMPERATARE RATING/CLASS IF I CATI ON and COLOR C O DI NG
ORANGgRED
YELLOWGREEbI -
BLUE
'o
BULLmN JN-2, REV. #3
Aurouencspntkuns
Moont JN Batn SpnavSnruns.. Rncnssnn PnwnnNrt Rncnssnn Vnnrtc.et Snnwnu,
Rn cn s sno H oruz owrnt S n n wett
^S
Appnoueu $txcLUotNG PtNTt.E.
.iflNlS{ES AVAILMII ON SPCC|^L ORDG&
i t/1' oRrFtcE ANo | 7n2' oRrFcE tSrED FOR Alt II Z RDS
wERTrcAI SOEW tI rrL AND C{rL ITSTED fOR ttC}|t tUZmO OILY.. t7B2'X ln'NPT.
OnnnruNe lypon*t,arroN
SPECIFY
. Quantitf . Model Number , Stylc
v\ ,Orifice . Thread Sizes , Temperature
. Finishcs desired
. Quantity - Model JN Recessed Wrendres - P/N
325391, Rev. F (ln); P/N 325401. Rev. D (LO.)
?ENDE'IT
Cnoss,SrcrroNs
HORIZONTAL
SIDEWALL
Gtoa w PnoD ucr YI/ARRANTY
Globc agrecs to rcpalr or replacc any of its own
manuhcured products found to bc dcfcctivc h met rhl or
wor&manship for a period of onc ycar from datc of dtipmcnt
For specific deails of our rvzrranty pleasc rafcr to Prlcc
Lht Tcrms and Conditions of &lc (Our Prlec Lbt).
{OZ/ AIRPARK DRIVE STANDISH, MICHIGAN ,18658
5 t7A.{64583 FAX 5t7€,t&9231
BULLmN JN-2, RE\y'. #3
'PECIFICA
oRrFtcE stzE NOMINAL"K" FACTOR THREADSIZE .LENGTH FINISHES
3/8' (10 mm)
7116" (125 mm)
an' (15 rnr)
17132' (20 mm)
17l,32' @0 mm)
7.8 (39 mctric)
12. (59 mGtric)
5.6 (80 mcdc)
7.8 (l llmetrlc)
8. | (l 16 mctric)
I/2" NPT
I/2, NPT
IN'NPT
tn'Nrr
3/,,1" NPT
*2 l/1' (5.7 cm)
*2 | /.{" (5.7 cm)
2 l/,t' (5.7 cm)
r{? l/{ (5.7 cm)
27116" (62 cml
Factory Bronzc
HSatln Chromc
Bright Chrome
Whkc PolycsterH8hck Polyester
Lead Co:tcd
i{OTE HETRrc ALCDEW^ll.E2'/16"
STYLE ORIFICE
stzE
I 35'F
57'C
| 55'F
68cC
175'F
79'C
200'F
t3'c
286'F
l al'c U.Lt cANaoton
u.t-. t F.H.N.Y.C.- D.O.l.
t{EA 101.92-E
PENDENT
RECEssED
3/8'
7il6'
,tt
171321
17t32'
X
X
x
x
X
X
x
x
x
X
X.
x
x
X
X
X
X
x
x
x
.x
.x
x
x
x
x
x
x
X
X
X
X
x
x
x
X
X
X
PENDING
PENDING
PENDING
PENDING
PENDING
VERTICAL
SIDEWALL
RECESSED t
7n6'
tn'
x
x
X
x
x
x
X
x
X
X
x
X
X
X
PENDING
PENDING
HORIZONTAL
SIDEWALL
RECESSED 0
3/8'
7il6'
n'
x
x
X
x
x
x
x
x
x
X
x
x
X
x
x
x
x
x
x
x
x
PENDING
PENOING
PENDING
I ltofiuoi{r t gDEwar ULAND c-ul lJsrED FoR DERICToR f To 12'8ELOW THE CEIUNG
DECEMBER 1995 PRINTED US.A"
o ofE'
FINE SPfr'ilI(I,ER
COB,Po.BAT'ON
DnscruprloN AND OpBn lnoN
The Globe Model f N Sprinkler is a low profile yet durable design
which utilizes a frangible glass ampule as the thermosensitive
element While the sprinkler provides an aesthetically pleasing
appearance, it can be installed wherever standard spray sprinklers
are specified. This sprinkler series is available in various styles,
orifices, temperature ratings and finishes to meet varying design
reguirements.
The heart of Globe's Model JN sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that contains
a precisely measured amount of fluid. When heat is absorbed, tle
liquid within the bulb o<pands increasing the internal pressure. At
the prescribed temperature the internal pressure within the ampule
exceeds the stren4h of the glass causing the glass to shatter. This
results in water discharge which is distributed in a pattern depen-
dent upon deflector style used.
(o
TncnwrcelDAtA
'Patent Pending.
. See reverse side for Approvals and Specifications.
. Temperature Ratings - 135'F (57'C), 155'F (68'C), 175'F (79'C),
200'F (93'C),286',F (t4t'C), 360'F (t82'C).
r Water Working Pressure Rating - | 75 psi ( | 207 kPa).
r FactoV tested hydrostatically to 500 psi (3448 kPa).
r Maximum low temperature glass bulb rating is -67'F (-55'C).
. Frame - bronze . Deflector - brass . Screw - brass
. Bulb seat - engineering plastic r O-ring - silicone
. Bulb - glass with glycerin solution, Smm.
,Or/AIRPARK DRIVE, STANDISH, MICHIGAN ,18658
JANUARY l99s A.l2N
Auroultc Spruwrtnns
Monpr JN Bau SPnnv Snruns
UpTENT.PENDENT
VgnNCIL SIDEWALL
Horuzoyrtl SIDEWALL
Coxvnwrtotutr (Om Srwn)
CONVENTIONAL
VERTICAL
SIDEWALL
HORIZONTAL SIDEWALL
517-846-4583 . FAJ( 517-8't6-9231
SULLmNJN-1, REV. #l
g
UPRIGHT
&
PENDENT
. SPRINKLER TEM PERATURE RATI NG/CLASSI F ICATI ON and C OLOR CODING
AVAII.A,BLE
SPRINKLER TE}IPERATURES
ORDINARY
INTERMEDIATE
HIGH
D(TRA HIGI{
ORANGE,AED
YELLOWGREEN
BLUE
I.IAWE
oAuroanrtc Srrullrrns
Monnt JN Bau Spnav Snruns
Upruenr - PENDENT.VnnrlcAt Snpwntr
O lroruzoxut SnBrutt .CnNVENTInNAu (Otn Srrun)
Spnartc.arroNs
oRtFtcE stzE NOI.IINAL "K'FACTOR THREAD SIZE ILENGTH FINISHES
3/8' (10 mm)
TllC ( 12.5 mm)
lf (15 rvn)
lTlt2" (20 mm)
l7l3t (20 mm)
2.8 (39 mctric)
1.2 (59 mctrlc)
5.6 (80 mct.k)
7.8 (l llmetric)
8.1 (l 16 metric)
I/2'NPT
r/2'Nrr
IN" NPT
IN'NPT
3/f NPT
*2 l/.1" (5.7 cm)
g2 l/,1'{5.7 cm)
2 l/1' (5.7 crn)
*2 l/.1' (5.7 cm)
27t16" (6.2 cml
Factory Bronze
#Satin Chrome
Bright Chrome
Whhe Polyester
HBhck Polycster
Wax Coated
Lrad Coatcd
Ha{'\ffax over Lcad
NOT& M€TRIC COI.IVERSIONS ARE APPROXIMATE.. HORTZONTA! S|DEWAT lS 2 9/ | 6'.
A CXCLUDII{G NNTIE* FINTSHES AVAI-^8TI ON SP€CI.AL ORDCR*. WAx COATING U.L USTED UP TO 2OO'f ONLY.
.@*&?,#
Onnnruue h,tronuerloN
SPECIFY
. Quantitl . Model Numbcr . Stylc
. Orificc . Thrcad Shes . Tcmpcature
" Flnlshcs deslrcd
. aonttty - Modcl JN Wrcndres - P/N 325390 ( l/f);
P/N 312366 lLO.)
IVERTICAI- SIDEWALL UL USTEO FOR UGHT HAZARD ONLY.
t3a" VERTTCAL SDEWA|L UL USTED FOR UPRTGHT INSTAIIATION ONLY.r t7l32' X t2' NPT.
G ton p Pno D a c r lVennattrv
Globe agrecs to rcpair or rephce any of fu orvn
manubctured products found to bc dcfcctlvc in mater'nl or
wortmenship for a pcriod of onc year from datc of $ipment
For spcclfic deails of our uarranty phesc rcfcr to Prica
List Tcrmi and Conditions of Salc (Our Price List).
4oz ATRPARK'bntVe. SmruOtSH, MICHIGAN 48658
sl7a46-{583 FAX5|7A46-9231
Ap OVALS,P.
STYLE ORIFICE
stzE
t 35'F
57'C
| 55'F
68'C
t 75'F
79'C
200'F
t3'c
286'F
tal'c
360'F
t82'C U.L.CANADIAN
U.L.F.M.N.Y.C.. D.O.B.
ttlEA l0l-92-E
UPRIGHT
3/8'
7n6"
tn'
17t32'*
t7t12"
x
x
x
X
x
X
X
x
x
x
x
x
x
x
X
X
X
x
X
x
x
X
x
X
x
X
X
x
X
x
X
X
x
X
x
X
x
X
X
X
x
X
X
PENDING
PENDING
PENDING
PENDING
PENDING
PENDENT
3/8'
7t l6'
It2"
t7t3?"*
17t37"
X
X
X
X
X
x
x
X
X
X
X
x
X
x
X
X
x
X
x
X
X
X
X
X
X
x
X
X
X
x
X
X
X
X
X
X
X
X
X
X
X
X
X
PENDING
PENDING
PENDING
PENDING
PENDING
VERTICAL
SIDEWALL t
3/8' t
7n6"
tn"
X
X
X
X
X
x
x
X
x
X
X
x
x
X
X
X
x
x
X
X
x
X
X
X X
PENDING
PENDING
PENDING
HORIZONTAL
STDEWALL $
3/8'
71t6"
17"
X
x
X
X
X
X
x
x
X
X
x
X
X
X
X
x
X
X
X
X
X
X
X
X X
PENDING
PENDING
PENDING
CONVENTIONAL
(oLD swLE)
U7"
17t32"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PENDING
PENDING
I HORIZONTAL SDEWATI UL LISTED FOR DEFLECTOR {" TO I 2' B€LOW THE CEIUNG.
JANUARY l9es PRINTED U.S.A"BULLEnN JN-r, REV. #l
ALLIED SCHEDULE 10
SUPERIOR OUALITY SPRINKLER PIPE
I
o
Allied Light Wall Pipe
is a quality domestic
manulactured product with
exceptional physical
characteristics and
advantageous hydraulic
design capabililies. ldeally
suited for use in any sprinkler
system installation, Allied
light wall pipe is a proven
performer that complies with
the exacting slandards of
ASTM-A135. Lightweight but
strong and durable, the
precision-engineered Allied
lighl wall pipe allows lor ease
of handling to lacilitate
installation, at signi{icantly
reduced labor costs.
Complie wlth
ASTM-A135 standards
Allied light wall pipe meets the
precise requirements of
ASTM-A135 governing tensile
"na r0*o"nies, ioter-
ances, material composition,
etc., as rrrell as Allied's own
exacting standards of
consistency and quality.
Reduced welght with
Incrcased strength
Allied's unique in-line cold
forming process produces a
nork hardened light wall pipe
with exceplional lensile
strength. Allied light wall pipe
averages 30o/o greater tensile
slrengih lhan the minimum
requirements of ASTM-A135
{grade A} and is resistanl to
p€rmanent defl ection. In
addition, the superior quality
steel used in the manufaclure
of Allied's light wall pipe
me€ts the ASTM-A568
requiremenb for carbon and
high strenglh, low alloy steel.
Ease of handllng
cost erfficlency
p
The lighbr weight of Allied
lighi wall pipe assures easier
handling, resulting in reduced
installation costs and
considerable lreight savings.
Fbrlble design ior
maxlmum engineering
capabllities
Allied light wall pipe's larger
inside diameter provides
increased water flow and
rclume, which can reduce
pipe sizes required for many
installations. Cut-to-length
pipe a/ailability also assures
greater system tlexibility,
since syslems can be
engineered minus the
installation reslraints
imposed by standard pipe
lengths. For firrther flexibility,
Allied light wall pipe is
specially designed for use
with eiher plain-end or
grmved mechanical fittings.
':
l/ersatl€
Allied light wall ppe has
b€en tssH and qualifies for
use in aubmatic sprinlder
sySems, meeting lhe
requiremenb of NFPA 13,
13D and 138.
Allied llght rvall plpe ls
avallable In the bllowlng
stzes:
Trade sizes 1'thru 4' in
lenghs A'& 25'
Trade sizes 5'hru 8! in
lengths 21' only
- 4:1Ir
r{
Specmcatbnq ftscripaions, servicos ard illusiralive
mat€rial hgr€in ars accuratg as k[wn al tims of
publication and aro sutjjecl lo chango yvithout ndice.
lhdo
Slza
OD ID
l{omlndftllrhbhod
lnchct
omlnC
W.lght
Ft.
Bundle
Sh.3
Pca. p€r
Bdlc,
1'1.315 1.097 .109 1.40 91
11/t'1.660 1.442 .109 1.81 61
1Yz'1.900 1.682 .109 2.O8 61
z 2,375 2.157 .109 2.&37
zh'?sts e835 .120 3.53 30
t 3.500 3.260 .12{)4.33 19
3Yz'4.0(X)3.760 .120 4.97 19
g .15(n 4260 .120 5.61 19
5"5.sfr]5.295 .1U 7.77 7
6',6.625 6.357 .1U 9.28 7
8'8.625 8.249 .188 16.94 7
Oollied
TUBE & CONDUIT
16100 South Lathrop Avenue
Harvey, lllinois 60426
(312) s]9-1610
1€OO€ALLIED
^ Grinnell "-*ront
SALES OFFICES ARO WAREHOUSBS
Unltad Strtcs
'idn @t? - 3l!| tt lhdu E - Foq zl2a5iE
€ C$r P@ - 7L G.ar fiv - Oll aal{xn
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@ Grinnell)o@
SI,PPUY SALES CIOMPANY
f.rrrcd S"pdvrltbtrL/D.aen S..,r1c6B
h(R(2910
t{ot o.1so
edCdE io.\bcri. ftaasr'coh(Eff. rN{ re- ED Z8-t40
rSll 190sp Pn|i.lED t{ us
ALLIED SCHEDULE 40
SUPERIOR QUALITY SPRINKTER PIPE
o
o,
Allied Schedule 40 pipe is
o(ceptional domestic quality
pipe specift cally designed
and man ufac{ured for
inslallalion in today's
advanced-lechnology
sprinkle sys'iems. Like all of
our quality sprinkler pipe and
componenb, Allied Schedule
40 pipe meets or exceeds all
industry specif ications-as
well as our own s{ringenl
quality control standards. To
assure unibrm composition
and consistert appearance,
Allied manuiactures its
Schedule 40 pipe ulilizing an
exclusi\€. innovative
procetlo provide o(collent
strength. The lesull is a
precision-engineered
Schedule 40 pipe of superior
quality.
Allled Schedule 40 dpe
meets all ASTI'-A135
standards
Allied Schedule 40 pipe has
been thoroughly tesbd, and
possesses certifiabl€
mechanical properties thal
comply with the exacting
slandards of ASTM-A135,
which contains rigid
ap""ma"ti*, go*ai;
tensile properties, malerial
composition, tolerances and
oher r€l€vant prcduct
qualities.
The hhercnt strcngth ot
Allled Scfiedule 40 pipe
Allied Schedule 40 pipe is
manufactured from high
quality steel and is uork
hardened hrough a special
cold forming process for
e(ceplional strength and
durabilig. Precision-
engine€ring prcduces a
Schedule rO product yuith an
exceplionally low variation in
outside diamet€r and wall
hickness. Rigid quality
control inspection during the
man uhcturing process helps
to assure that Allied pipe will
have consistern properties
and unilorm composition tor
easier threading and longer
threading lool life. The end
resull is a longJasting, highly
adaptable Schedule 40 pipe
exhibiting excellent slrength
characteristics.
Specificatbns, descriptions, sorvic6s and illusualive
mateial helein are acflrde as krDwn d tim€ of
publi:ation and ar6 sutiecib chango nibout nclice.
1,,i
SCHEDULE 40 PIPE AVAILABLE IN TRADE SIZES
1" THRU Z IN LENGTHS OF 21'AND 25'
tado
Slzo
OD ID
l|omlml
lYall
Thlcla|oa!
lnafiG3
llo rln lY
Bundh
SlzGa
Pca. Por
Bdl€,
1'1.315 1.049 .r3{,1.68 70
1Yt'1.660 't.380 .140 2.27 51
1th"1.900 1.610 .145 2.72 44
z 2.375 2.67 .154 3.65 30
Oollied
TUBE & CONDUIT
16100 South Lathrop Avenue
Harv6y, lllinois 60426
(312) 3891610
1€(X)'SALLIEO
F/e)
^
Grinncll ocoucm,
f
SALES OFfICES AIT WAREHOUSES
Unlied Staiaa
Pla'tr alOt - nn Nil tlsN h( - l6cal 27?.€53s
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IgGP P IED I{ U-SI'
.?, ' i.'+ I -,O]
I. I,ND TI'f:-'LE GUARANTEE ts'.OMPANY
Representing Title Insurance conPany of Minnesota
rHANK YOU FOR YOUR ORDER
July 23, 1991
Our Order: V17zU
BUYER/OWNER:
TBD
SELI,ER:
ALI,STATE INSURANCE COI4PANY
ADDRESS:
. !{ETES A}ID BOUNDS
jt6wN or VAIL_75 S. FRONTAGE RD.
VAIL, CO 81657
1 Attn: MIKE BR"LKE
PTCKED UP FOR DELMRY Al{ PU
COVENANTS ATTACITED YES NO
FOR TITIJ QUESTIONS CALL KAREN HORTIT 3O3 476-2257
FOR CI,O9ING QUESTIONS CAI"L
l.
I
t
MINNESOTA
TrrLEfN
HOME OFFICE
3033 East First Ave.,Suite 500
Oenrrer, CO E0206
P. O. Box 5440
Denver, CO 80217
321-1880 / FAx 322-7603
ARAPAHOE
7700 E. Arapahoe Rd., il,|50
Englewood, CO 80t 12
770.9596 / FAX 290-9040
ARVAOA
5440 Ward Road, f20O
Arvada, CO 80002
420-0241 / FAX 423-1365
DRY CREEX
25 W. Dry Creek Circle, f,520Littleton, CO 80120
794-5307 / FAX 794-5802
EA5T
3300 S. Parker Rd., ft05
Aurora, CO 80014
75r-4335 / FA)( 74s.2669
FIODLERS GREEN
d4O0 5. Fiddlers Green Circle. #tO3
Englewood, CO 80ltl
771-4539/FAX 7714526
LAI{D TITLE
Commitment To tnsur, 8ffi*
lssued throqh tlte Ufie of:P. O. 8ox 357
t08 5. Frontage Rd. W.
Vail, CO 8t6S8
47 G"225 l lgi?ect 595-96 I 3
FAX 475-4s34
GLENWOOD SPRINGS
817 Colorado Avenue, Suite 203
P O. Box 2102
Glenwood gprinqs, CO 81602
945-2610 I FAJ< 9$47e4
HAMPDEN
8821 E. Hampdcn, #t00
Denver, CO 80231
7504223 I tAJ4 7504267
JEFFERSON
710 Kiplinq, #202
Lakewood, CO 80215
232-3111 / FAX 238-29s5
iIORTH
910l Harlan, #too
Westminstet CO 80030
42?-9353tFN1430-1572
S(,uTltwEst
3609 S. Wadsworth, #t 15
Lakewood, CO 80235
988-8s50 / FAX 980€324
YOSEM]TE
3600 5. Yosemite, #255
Denver, CO 80237
694-2837 / FAX 843-0402
EOULDER .
2425 Canyon 8tvd.. #230
Eoulder. CO 80301
4't44101 | FN1 786.8423
BRECKEITIRIDGE
P. O. Box 2280
200 North Ridqe
Breckenridge, CO E0424
453-2255 / FAX 453-5014
CJSTLE ROCK
512 Wilcox
Canle Rock,.CO 80104
58&6353 / FA)( 58&0143
COLORAOO SPRING5
102 5. Telon, #l00
Colorado Sprinqs, CO 80903
63tt-482 | /Direct 595*41 t3
FAX 634-3190
PARKEN
'19590 E. Main St., fi05
Parker, CO 80134
84t.t900
VAIL
P. O, Box 357
108 5. Frontaoe Rd, W.
vail. co d'r6s8
47 6-2251 lDirect 595-96 1 3
FAX 476{534
AGENIS
DURANGO
1201 Main Avenue
Durango, CO 81303
247-5860i FAX 247-9089
LAF T]]I-E
GTJARANIEEcofi/Hr$r
o"rq0cor{Mrrr,rENr k
SCHEDULE A
AppLication No. V172l.l
For Information Only
I.TETES A}ID BOUNDS
9155. OO- $r55. Oo
please ref€r to V17211.
- Charges -
ALTA Olrner Policy- - TC|(!AL,, -
with your remittance
3.
4.
5.
1. Effectlve Date:iluly 11, 1991 at 8:00 A.M.
2. Policy to be issued, and proposed Insured:
xALTAn Ohrner,s Pollcy
1987 Revislon (Anended l99O)
Proposed Insured:
TBD
The estate or lnterest in the Land described or referred to inthLs Conrmituent and covered herein is:
A Fee Sirnple
Title to the estate or intereet covered hereln ls at theeffectlve date hereof vested ln:
ALI,STAIE INST'RAIICE. COUP.ANY
The land referred to in thls Connritnent is described asfol lows:
BEGINNINC AT THE NORTHWEST coRNER OF SECTION.g, TOWNSHIP 5soUTH' RAIIGE 80 wEsT oF THE 6TH PRINCIPAL UERIDIAN THENCE souTH89 DEGREES 3l MrNuTEs 49 sEcoNDs EAsr 2333.84 FEET, AroNG THENORTH LrNE oF SAID sEcTIoN 9, To A POINT o.N rHE NORTHERLY RrcHToF wAv FENCE rJrNE oF TNTERSTATE HrclfwAv No. zor THENCE AIONGTIIE NORtrIIERLY RIGHT OF WAY FENCELINE OF INTERSTATE TIIGIIWAYNo. 70 As FoLIpws!
SOUIE 67 DEGREES '11 IdINUTES 33 SECONDS I{EST 4L5.82 FEET, THENCEsourH 78 DEGREES 13 MrNurEs 02 sEcoNDs INEST 1534.29 FEET, To APOINT OF CT'RVATURE' THENCE 456.43 FEET oN A cURvE To THE RIGHTI{I1DH A RADIUS OF 558O.OO FEET, THE CHORD OF lfHrCH BEAT.S SOUIIH80 DEGREES 33 Ii{INIIIES 38 SECONDS WEST 456.30 FEET TO A POINT ON
FAGE 1
*"'flC)col'{rBuENr tt
SCHEDULE I
Application No. vt72LL
THB WESTERLY LIIIE OT SAID SECTION 9, THENCE DEPARTING THE
NoRTltERr,y RrcHT oF wAv FENcEr.rltE oF rNIIERSIATE HrGHIIAY No. ?o
AND FOI,IPWTNG TH8 I{ESIERLV LINE OF SATD SESTION 9 NORTH OO
DEGREES 18 I{INUTES 2I SECONDS EAST 565.1I FEET rO THE POINT OF
BEGINNTNG.
PAGE 2
ArrlOcourirrrr.rENr
SCHEDUIJE 8.1
(Requirenents) Application No, VL72LL
The followlng are the reguirenents to be complied with:
1. Palment to or_for the account of the grantors or nortgagore ofthe ful.l coneideration for tbe estate-or interest to be-insured.
2. Proper lnstrunent(s) creatlng the egtate or interest to beinsured must be exebuted and-dury filed for record, to-wit:
NOTE: TIIE $155.00 CTTARGE DOES NOT REPRESENT THE TOTAL PREMIW FOR THEPoLICY AIIoUNT SHOWN Ilf SCHEDULE A, THE $155.00 CEARGE IS DUE UPON RECEIIIToF TIIE rNvorc8 AND I{rrJL BE CREDBED TowiRDs THE pREuruu cHARGE upoN crosrNcOF TITE TRAT.ISASTION.
THE COIINTY .CLERK AND RECORDERS OFFICE REQUIRES RETT'RN
ADDRESSES ON DOCT'I,TENTS SENT FOR RECORDING! I
]AGE 3
o"**)coMMrrr.rENr t.r
SCHEDUTE B-2
(Exceptions)Appl,ication No. VL7zLI
lhg_loltcy or policles to be issued will contain exceptionE to thefolrowing unless the same are dispoeed of to tlre satiifaction ofth€ Conpany:
l. standard Exceptions I through 5 printed on the cover sheet.
6. Taxea and asgessuents not yet due or payable and specialassessments not yet certified to the Treasurerrs oif,ice.
7. Any unpaid taxes or assesauents against said land.
8. Liens for unpaid water and sewer charges, if any.
9. RIGHT OP PROPRIESOR OF A VEIN
THEREFROU SHOULD g}TE SA!,TE BE
AS RESERVED IN I'NTfED STATES
PAGE 495.
10. RIGHT OF WAY FOR DITC1IES OR
UNITED STATES AS RESERVED ININ EOOK 48, AT PAGE 495 AND
304.
OR I"ODE TO EXTRACT AND REMOVE HTS ORE
FOUND TO PENETRATE OR INTERSECT THE PREIIIISES
PATENT RECORDED June 29, 1903, IN BOOK 48 AT
CANAIJS CONSTRUCTED 8Y THE AUTHORTTY OF THE('NITED STA?ES PATENT RECORDED June 29, 1903,
RECORDED August 22, 1956, IN BOOK 157 AT PAGE
11. EXISEING TJEASES AND TENANCIES, IF N{y.
t-2. LACK OF ACCESS tO Al{D FROU PUBLTC ROAD, HIGHIdAY, OR STREET.
13. TERITIS, CONDITIONS AND PROVISIONS OF REAL ESTATE PIIRCHASE AGREE}IENT RECORDEDJuly 25, L978 IN BooK 272 A! pAcE 665.
14. TERI,IS, CONDTTIONS AND PROVISIONS OF BUTLDING AND PROPERTY LEASE/PURCHASE
AGREEI,IENT BY AND BETT{EEN EOETTCHER & COMPANY AS LESSOR AND THE TOWN OF VAILAS LESSEE RECORDED July 25, l9?8 IN Eoot< 2?2 AT PAGE 667.
15. TERIils, coNDrrroNs AND PRovrsJoNs oF AssrcNuENT oF REAL EsTATE puRcHAsE
AGREEI'TENT, BUILDTNG Al{D PROPERTY LEASE/PI'RCHASE AGREEMENT AND. ESCROWAGREEI'{ENT WfTHOUT RECOURSE RECORDED August 02, 19Zg IN BOOK 272 AT pAGE
990.
16- FTNANCTNG STATEMENT tfrrH BoETTCHER & COMPANY, rHE sEcuRED pARTy, RECORDEDJuly 25t t9'18, IN BOOK 272 AI PACE 66g
PAGE
o r rf:c o M rir r r rrr E N T
SCHEDULE B-2
(Exceptions) Application No. V17211,
SAID FINAI.ICING STATE!.TENT I{AS ASSIGNED TO THE AIJIJSTATE INSURANCE couPANy
RECORDED August 02, L978, IN EOOK 2ZZ AT pAcE 991.
17. TERI'IS, CONDIIIONS AIID PROVISIONS OF AGREEI.{ENT BETWEEN VArL ASsOCIATES,TTD., AND GAS FACILITIES, TNC. RECORDEDJuIy 17, L964 TN BOOK rgs ar ieceL57.
18. AlI T'NDIVIDED 1/2 TXTEREST TN Al{D TO AI.I, OF TIIE OIL, GAS AND OTHER UTNERAI,S,SOIJID, LfQUID Al{D GASEOUS, OP EVERY KIND Al{D NATIRE, fNCLUDING UneUffru, flt,
ON AIID I'NDEN AI{D IVIITCH !{AY BE PRODUCED TROM TITAT POR1TION OF SU&TECT
PROPERTY IlT SEG1IION IO OF I,EGAL DESCRTPTION HERETO A.S EXCEPTED N{D RESERVEDBY PETER E. KATSOS rN THE DEED RECORDED ttAy 3, 1960 rN BOOK 155 AT pAcE
227.
19. UNDERGROIJND R,IGHT OF VIAY EASEIIENT GRAI{TED TO HOLY CROSS ELECTRTC
ASSOCTATTON, rNC. rN INSTRU!{ENT RECORDED AUGUST 30, 1978 IN BOOK 274 AT
PAGE 368.
20. TERI.'S, CONDTTIONS AND PROVISIONS OF CONTRACT FOR ELECTRIC SERVICE BY AND
BEBI{EEN THE TOWN OF VAIL AND HOLY CROSS ELECTRIC ASSOCIATION, INC. RECORDEDAugust 03, 1.990 IN BOOK 534 AT PAGE 986.
PAGE 5
LAND ,|fi ""c u A R A N r r(F' c o M p A N y
DISCIPST'RE STATEMENT
I
Regulred by Senate Bill 9t-14
A) The subJect real property rnay be located in a special taxingdlstrict.
B) A Certlficate of Taxes Due lieting each taxing jurlsdictlon
Day be obtained fron the County Treasurer or the CountyTreasurerrs authorized agent
C) The inforrnation regarding special districts and the boundaries .
of such districts nay be obtained fron the Board of CountyConnlesioners, the County Clerk and Recorder, or the Counly
Assessor.
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Addition to the Town of Vail Maintenance Shops
1309 Elkhorn Drive
Vail, Colorado 81657
PEC Submittal: April 15' 2002
Photo Overlays
This Proposed Expansion ofFacilities will not affect the adjacent properties and public
spaces, in our opinion. The entire expansion is to the North of the Existing Facility and
will not be seen from Public Rights-Of-Way or neighboring development. The land
directly to the North of the Project is Forest Service land. The building will continue the
same feel and sq'le as the rest of the building to the North.
It is the opinion of the Design Team that photo overlays for this Project will provide no
additional benefit in illustrating any impacts ofthe Proposed Expansion Project.
Addition to the Town of Vail Maintenance Shops
1309 Elkhom Drive
Vail, Colorado 81657
PEC Submittal: April 15' 2002
Adjacent Property Owners
Vail Resorts
Attention: Bill Jensen
PO Box 7
Vail, Colorado 81658
West of Property
US Forest Service
Attention: Cal Wettstein
PO Box 190
Minturn" Colorado 8 1645
North and East of Property
Colorado Department of Transportation
Attention: Jim Nall
PO Box 2107
Grand Junction, Colorado 81502
South of Property
Qr'. rrEM MAYAFFECT"or* r*ott,
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on May 13, 2002, al2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A requesl for a major amendment to Special Development Diskict No. 6, Vail Village Inn, to
allow for the continued conversion of accommodation units into employee housing units and a
request for a conditional use permit, to allow for Type lll employee housing units located at the
VailVillage Inn, 100 East Meadow Drive/Lots M,N and O, Block 5D, VailVillage 1't Filing.
Applicant: Daymer CorporationPlanner: Russ Forrest
A request for a variance from Section 1148,-128 (4) Vail Town Code, to allow for a second
Business projecting sign, located at 100 East Meadow Drive/Lot O, Block 5D, Vail Village 1"'
Filing.
Applicant: Master GalleryPlanner: Bill Gibson
A request for a variance from Section 11-4F.-128 (4) Vail Town Code, to allow for a banner,
located at 141 East Meadow Drive/Lot P, Block 5D, VailVillage 1'' Filing.
Applicant: The Baggage ChequePlanner: George Ruther
A request for a conditional use permit and an amendment to a development plan in the General
Use Zone District, to allow for an addition to the Town of Vail Public Works Shops, located
at 1289 Elkhorn Drive/Unplatted.
Applicant: Town of Vail, represented by Victor Mark Donaldson Architects
Planner: Allison Ochs
A request to rezone the Lodge at Lionshead includingTracts | & J, Block 1, Vail Lionshead 1st
Filing from Agriculture Open Space (AOS) to Lionshead Mixed Use -1 (LMU-1) and a request to
rezone 380 E. Lionshead Circle/Lot 7, Block '1 , Vail Lionshead 1st Filing and 360 East
Lionshead Circle/Lot 6, Block 1, Vail Lionshead 2nd Filing from High Density Multiple Family
(HDMF) and Medium Density Multiple Family (MDMF) to Lionshead Mixed Use -1 (LMU-1).
Applicant Lodge at Lionshead, represented by Jeff Bailey.Planner: Russ Forrest
A request for a minor subdivision of Lot 2, Block 1, Vail Lionshead Second Filing (Evergreen
Lodge) and Lot F, Vail Village Second Filing (Medical Center); a request to rezone a portion of
Lot 2, Block 1, Vail Lionshead Second Filing (Evergreen Lodge) from Special Development
District No. 14 to Lionshead Mixed Use 1; a request to rezone a portion of Lot 2, Block 1, Vail
Lionshead Second Filing (Evergreen Lodge) from Special Development District No. 14 to
General Use; a request to rezone a portion of Lot F, Vail Village Second Filing (Medical Center)
from General Use to Lionshead Mixed Use 1; and a request to amend the study area defined in
the Lionshead Redevelopment Master Plan and setting forth details in regards thereto, located
at 250 S. Frontage Rd. West I Lot2, Block 1, Vail Lionshead 2nd Filing and 181 South
TOWOF
:4ii / '*t
"
VAILW ^J:,T ",
-M'I-\?tP
Frontage Road West / Lots E and F, Vail Village Second Filing.
Applicant: Evergreen ,"to the Vail Valley Medicat Center .
Planner: Allison Ochs
p
A request for a joint worksession with the Design Review Board and Planning and Environmental
Commission, to discuss a conditional use permit to allow for a private educational institution and
a request for development plan review to construct employee housing within the Housing Zone
District and setting forth details in regards thereto, located at the site known as'Mountain Bell"/an
unplatted piece of property, located at 160 N. Frontage Rd./to be platted as Lot 1, Middle Creek
subdivision.
Applicant: Vail Local Housing Authority, represented by OdellArchitectsPlanner: Allison Ochs
A request for a recommendation to the Vail Town Council, of a text amendment to Title 12,
Section 2-2, to amend the definition of 'Fraction Fee Club'and to amend Title 12, Section 16-
7A-8, to amend the Use Specific Criteria & Standard, and setting forth details in regard thereto.
Applicant: Rob LevinePlanner: George Ruther
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office, located at the Town of Vail Communig
Development Department, 75 South Frontage Road. The public is invited to attend project orientation
and the site visits that precede the public hearing in the Town of Vail Community Development
Department. Please call 479-2138 for information.
Sign language interpretation available upon request with 24-hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published April 26, 2002in the Vail Dai!.
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 8L657
970-479-21,38
DEPARTMENT OF COMMUNITY
APPLTCA]flT A. K. ELECTRIC
21_03 ZEMATT LANE, IINrT 2t_03-A,
COIiTTRACTOR A. K. ELEqTRIC
2t-03 ZEMATT LANE, UNIT 2103-A,OI^INER ALTSTATE INST'RANCE CO
T TOWN OF VAIL, AI.,LSTATE PIAZA,OWNER TOWN OF VAIL (LEASOR)
uJl[ PILL. oP rnonoq.{ tz/uh
-/,?rU. /
TUJ/rb (/Uo,tG , /L.PMENT u'//'w gfr
ll
Description: ELEC TO INSTALL yzK GENERATOR AT BUS BAvaI_uation:10,000.00
FEE STJMMARY
Eleccrical--->
DRB Fee
Investigat.j.on>
will cal].---->
TOTATJ FEES- - - >
Total cal,culatsed Fees- - - >
Additional Fees-- ----- -->
Totaf P€mi.L Fee-------->
1eo.oo
,00
.00
3 .00
183 ,00
1S3.00
.00
1S3.00
Paynenls----_-_- 193.00
BALANCE DUE----.00
IIEM: O6OOO ELECTRICAL DEPARI'I\iIENT DEPI: BUILDING DiViSiON:L2/L7/L999 KATHY AcEion: AppR AppRovgo penlrw
IleFj-.qlqgo FIRE DEPARTMENT Dept: FIRE Diwision:1,2/L7 /L999 KATHY Act.i-on: AppR N/A
CONDITION OF APPROVAL
1. FIELD TNSPECTTONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE.
a
DEVE
NOTE: THIS PERMIT MUST BE POSTED ON 'JOBSITE AT ALL TIMES
ELECTRfCAL PERMIT Permit #: 899-0257
Job Address: 1_309 VAIL vALLEy DR Status-. -: ISSUED
Locat.ion. . .: PIIBLIC WORKS BUILDING Applied- . -- L2/1_7/1,999Parcel No..: 2t0L-O92-00-001 Issued-..: L2/1,7/L999Project No.: Ex;rires..: O6/L4/2OOO
Phone: 970-390-3258vArL, co 81657
Phonel. 970 -390-3258vAlL, CO 8r_6s7
NORTHBROOK IL 60052
DECLARATIONS
r hereby ackBowledg:e that r have read this applicarion, filled ouE in fulf che infoxmation requlred, completed an accurate plot
plan, and state that. all Lhe inforrration provided as required is correct. I agree Eo comply lrith tha information and plot. p1an,
Lo compiy lrit.h all Tonn ordinanceB and state 1ans, add tso build thj-s s!.ructure accordlng bo Che Town,s zoding and subdivision
codes, deBigm reviee approved, Uniforo Building code and other ordinances of the Town applicable tsheleto-
OPFIC9 FROM s:00 AUREQUESTS FOR INSPECTIONS S}IALI, BE MADE TI.TEIITY- FOUR HOURS iN AD\TANCE BY TSLEPHONE .C.T
CO}ITRACTOR FOR IIIMSEIF AND O!iNER
i * * * * * * * * * * * * * * * * * * * * * * * *l* * * * * * * * * * * * * * * * * * * * * * * * * *Q* * * * * * * * *
TOV{N OF VAIL, COLORADO StatseBlrrt****************************************************************
StraLemnL Number: REC-0599 Amount:L83.00 L2/L7 /99 15:03
Pa)rment Method: CIIECK Not,at.ion: TOV PRO,JECT Init: KMW
ELECTRICAL PERMIT
Total Fees:
1-83 . 00 Total ALL Pmts:
Balance:
****************************************trJr**********************
Permit No:
Parcel No:Site Address:
Lrocat.ion:
This Payment
AccounL Code**WAIVED FEES**
899-0257 Tlpe; B-ELEC
2L01,-092-00 -001
1-309 VAIL VALLEY DR
PUBLIC WORKS BUILDING
Description
WAIVED F'EES
183 . 00
183 .00
.00
Amount
183.00
INF'ORMATION MUST BE COMPLETE OR THE APPLICATION WILL Bf REJECTED
Contactthe Eagle County Assessors Office at 970-328-8640for Parcel #
Pal'dei # ZIO\ -CqZ -pcF ool
Permit #
Buiidhg ( )
Legal Description:
Plumbing ( )
Lot Block
nattane: f.?ut Raf 4 JobAddress:
Efectricaf \d Mechanicai ( )
Fiiine Subdivision
onon"rrN"-",J8-rn of VAiu- Address:
Architect:Address:
Descriprion orha:Qe4 era fa f -\t\OV-vP
Number and Type ofFireplaces: Gas Appiialces_ Gas l,ogs
VALUATIONS
ELECTRICAL: $ IO,OOO OTTIER: $
MECHAMCAL$ TOTAL $
Other ( )
Work Class: New ( ) Alteration ( )
Number of Dwelling Units:- rA
Additional fu<- Repan ( )Other ( )
Number of Accommodation Units:
Wood/Pellet
BUILDING: $
PLIJMBING $
General Contractor:
CONTRACTOR INFORMATION
Address:
Phone #3Town of Vail Reeistration No
Electrical Contrrctor:Address:
Address:
Phone #
Address:
Phone #
FOR OFFICE USE
ryPE GROUP SQ. FT. VALUATION BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
CLE.AN UP DEPOSIT REFUND TO:
***CODE BOOKS ARE AVNLABLE FOR PURCHASE UPON REQUEST***
\>tYrcLoP- monoft4 .-/z,lq:,
Date Received
DEC 1? 1999
$o Pnf,+
TOWN OF VAT{)ONSTRUCTION pERMrr AiltCATON FORM
rownofVairRegistrr^tioo,il,.iltill x= l/7 phon"# 3qo-32 <6
Plumbing Contractor:
Torvn of Vail Registration No.
Mechanical Contractor:
Town of V-ail Reeistration No.
?,J
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT PETMiT #: E95-0013
PENDTNG
oL/30 /7e
oL/37 /7s
07 /37/1,e
100
Job Address:Status. . .
Location...: KITCHEN REMODEL AT PUBLIC WApplied..
Parcel No.. : 2101-092-00-001
APPI.,ICANT TOWN OF ,VA]L75 S FRONTAGE RD, VArL, CO 8l-657
CONTRACTOR TOWN OF VAIL
75 S FRONTAGE RD, VAIL, CO 81657OWNER ALLSTATE INSURANCE CO
Issued...
Expires. .
Phone:. 3Q341 92
Phone z 3034792L00
t TOWN OF VAIL, ALLSTATE PLAZA, NORTHBROOK IL 60062
Description: Vafuation:
*ffi*ff***#ffi#*ffffi***ffiffiffiffiffi****Li* FEE SUllllARY ***ff****#**tr****ffiffdriirffiri.rrffilw**trirffirtt#flt
ELectricat---> 50.00 Total catculated Fees---> 53.00
PLan Check--> Additional, Fees---------> -00
Investigat ion> -00 Total Permit Fee--------> 55.00
tri L l, cat !----> 3.OO Payments-------
TOTAL FEES---> 53.00 MLANCE DUE----
*ffi tnffi ******#ffi ffi*t:t*#ffi(Hr**#rr**ffirrtff3ffnt*#r*t*#ffi #$Hr*ffi ffi ffi *ffif *ffi
IteM: O51OO BUILDING DEPARTMENT DCPI: BUILDING DiViSiON:
oL/3L/1,995 TRYNIS Action: APPR TT ENTERED
ffffi************#***Hffffi*ff#****ff*********ff*****tlr**ffi*ff***ff*ffiffi*Jrt*td(*'|***'r
CONDITION OF APPROVAL
**ff*#*ff**ffiffi*ff****ffitr******#ff***ffi*******ffi*trH*******ffi*ffii.t*ffi***tffiitrttJrtrfr* **i*ffir
DECI,ARATIONS
I hereby acknowl,edge that I have read this apptication, fil,led out in ful,l, the information required, corpteted an accurate ptot
ptan, and state that atL the information provided as required is correct. I agree to comply |{ith the information and ptot P[an,
to compty with al.l, Town ordinances and state tavs, and to buiLd this structure according to the Toun's zoning and suMivision
codes, design review approved, uniforn Buil,ding code and other ordinances of the Toun appt'icabl.e thereto-
REQUESTS FOR INSPECTIONS SHALL BE }IADE TI,IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE Af 179-213E OR AT OUR OFFICE FROM E:OO At'I 5:OO Pt'I
SIGNATURE OT OIJNER OR CONTRACTOR FOR HII'ISELF AND O$INER
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
********************tr*******************************************
Statemnt Number: REC-0004 Amount:s3.00 oL/3t/e5 12245
Payment Method:Notation: FEES WAIVED Init: TT
Permit No:Parcel No:
Location:
This Paynent
Account Code**WAMD FEES**
Descripti.on
WAIVED FEES
E95-0013 Type! B-ELEC ELECTRICAL PERMIT
2L0L-092-00-001
KITCHEN REMODEL AT PUBLIC WORKS
Total Feea: 53.00
53.00 Total ALL, Pnt6: 53.00
Balance:.00****************************************************************
Amount
s3 .00
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PERIrrr r 7/fQTOWN OF VAIL CONSTRUCTTON
""*j|ll"h{ffft1i;]il
APPLfCATION MUST BE FILLED OUT COI.{PLETEtY OR If I'{AY NOT BE ACCEPTED
Lega} Description: Lot Block
=-r/owners Nane: ,/ (: V Address:
Architect:
General Description:
Filing sunorvrsront
Ph.
Ph.
work class: [ ]-New t f-etteration [ ]-Additional t l-Repair I l-other-
/\Nurnber of Dwelling Units: Nurnber of Acconmodation Units:
BUILDING: S
PLttItBING: $
Address:
ElectricaL Contractor:
Address;
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
********************************
BUTLDING PERMIT FEE:
PLUMBING PERMIT FEE:
MECHANICAL PERMIT FEE:
EI,ECTRTCAI. FEE:
OTHER TYPE OF FEE:
DRB FEE:
!_LEgrRIc.ot,'lJOb -MECHANICAL: $
Town of Vall Reg. No.
Phone Number:
Town of Vail Reg. No.
Phone Number:
Town of Vail Reg. NO.
Phone Nurnber:
Town of Vail Reg. NO.
Phone Number:
FOR OFFICE USE *******************************
BUILDING PI.,AN CHECK FEE:
PLU}TBING PI,AN CHECK FEE:
MECHANICAIJ PI'AN CHECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSTT:
TOTAL PERT.IIT FEES:
BUTLDTNG:
SIGNATURE:
ZONING:
SIGNATURE:
CLEAN I'P DEPOSIT REN'ND TO:
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994'
WHEN A ''PUBLIC WAY PERMIT' IS FEQUIRED
Job Name:
Date:
Please answer the following questionnaire regarding the need for a "Public Way Permit":
1) ls this a new residence?
2') ls demolition work being performed
that requires the use of the right
of way, easements or public propefi?
3) ts any'utility work needed?
4') ls the driveway being repaved?
5) ls different a@ess needed to site
other than existing driveway?
6) ls any drainage work being done
atfecting lhe right of way, easemenls,
or public property?
7l ls a "Revocable Right Of Way Permit'
required?
8) A. ls the righl of way, easemenls or
public property to be used for slaging,
parking or fencing?
B. lf no lo 8A, is a parking, slaging
or {encing plan required by Community
Developmenl?
NO
K
(
{
(
t
V
(
\
(
lf you answered yes to any of these questions, a "Public Way Permit" must be obtained.
'Public Way Permit" applicalions may be obtained at the Public Work's otfice or at
Community Development. lf you have any questions please call Charlie Davis, the Town' of Vaif Construdion lnspeclor, ai.479-218.
I have read and answered allthe above queslions.
?rll, r*fs ki. n-,,/ f r
- Job Name Conlractor's Signature Date
75 soulh frontage road
vaal. colorado 81657
(3031 479-2L.38 ot 479-2L39
TO:
rROM:
DATE:
SUBJECT:
offlce of communlly developmcnl
ALL CONTRACTORS CI'RRENTLYL REGISTERED WITH THE
TOWN OF VAIL
TOWN OF VAIL PUBLIC WORI(S/COUMUNITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & },IATERIAL STORAGE
rn sunmary'.ordinance No. 6 states that it i.s unlawfur for anyperson to litter, track or deposit any soil, rock, sand., debrisor nateriar, incruding trash iumpsteri, poti.ri- toirets andworkmen vehicles gpon any street, sidewaif, aii"y or publicpJ?:" or any portion thereof. The right-"i-w"V 3n aII Town ofvarr screets and,Igaqs is approximately 5 ft. off pavement.This ordinance will be striilry enforcld by ttre iown of Vair.ll?li: t{orks Departrnent. pers6ns found viSrating this orainancewrrr De ftrven a 24 hour written notice to rernove-said material.rn the event the person so notified does not cornply wiiir th;--notice within the 24 hour tirne specified, tne-puf,iic worksDepartment wilr remove said mateiiat at trr" ""p."se of personnotified- The provisions of this ordinance striii-not ueapprrcabre to construction, rnaintenance or repair projects ofany street or aLley or any utilities in the rigni_a_way.
To review Ordinance No. 6 inVail Building Departrnent tocooperation on this matter.
fulI, please stop by the Town ofobtain a copy. Thank you for your
acknowledged
(i.e. contractor, owner)
75 south fronlag€ rord
vrll, coloredo 81657
(303) 479-2L38 ot 479-2L39 otflco of communlty devclopmqtt
BUILDING PERI.IIT ISSUANCE TIME FRAI'IE
If this PerTit.lgqui're9 a Town of Vail Fire Department Approva'|,Engineer''s (.Pgb]ic works) review and approval,' a planninf' Departmentreview'or Health Department review, and'a review by the 6uitfulng
Department, the estimated time for a tota'l review may take as l6ngas three weells.
A]'l conmercial (large or small ) and all mu]ti-famiry permits willhave tq follow the above mentioned maximum requiremints. Residentialand.snall projects-should take a lesser amount of time. However, ifresidential or smaller projects impact the various above ment.ioneddepartments. with regard. to necessary review, these projects mayarso take tne three week period.
Every attempt will be made by this departrnent to expedite thispermi't as sgon as possible.
I_, the undersigned, understand the plan check procedure and time
frame.
'3a
Comrnuni ty Devel opment Department.
TOWN OF VAII,
?5 S. FRONTAGE'ROAD
vArL, co 81557
970-479-2L38
OWNER
DEPARII'TENT OF COMMTTNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
PLT'MBING PERMIT
JOb AddTCSS: 1309 VAIL VALLEY DR
Location... ! PUBTIC WORKS LIFT
Parcel No.. : 2101-092-00-001
Project No. : PRJ96-0040
APPLICANT JERRY SIBLEY PLI'MBING
P o Box 340, MTNTURN co 81545
CONTRACTOR JERRY SIBLEY PI-,T'I4BING
P o Box 340, I4TNTURN CO 81545
AILSTATE INSURANCE CO t TOWN OF
AT,LSTATE PIAZA, NORTHBROOK rL 60062
ON JOBSITE AT ALL TIMES
Permit #: P96-0029
Status...: ISSUED
Applied..: 04/L9/L996
riiued. ..t 04/Le/Lee6
Expires..: LO/L6/L996
Phone z 30382?5736
Phone. 3038275736
Valuation:1,100.00Descript,ion: PW SHOP LIFT
***t****t*lt**t**********t*tt**t*i*****ttt***t*tll***i***** FEE SUt'll'IARY
Ptunbing---->
Ptan ch!ck-->
Investig.tion>
lli [t ce L t-_>
30.m
7.50
.00
3.m
Rcstuarant Ptan Rcvi ev--)
TOTAL FEES---_
.00
rc.50
Tota I Catcutated tecs->
Additional, Fccs--)
Tota[ P.rnit Fee--)PaYments-------)
BALANCE DUE---->
40.50
.m
40.50
40.50
.@
Dept: BUILDING Division:Itemi 05100 BUILDING DEPART'I'{E\rT-ALfit/tsla ox Action: APPR
CONDITION OF APPROVAI,
DECLARAfIONS
t hereby rclnovtcdgc that r havc rcld this apptication, titt.{ out in futL thc infofEtion required, colPtctcd an accurutc ptot
ptan, and ltatc that aU, thc inforDltim prov'idcd as f .quircd. i.s corrcct. -I agl:9-!o conpty iith thc information and Ptot pl''n'
to conpl,y nith ltt Toyn ofdinlncls and stite !!Hs, and io buil,d this structure according io the tosn's zoning and subdivision
codes,'dirign rcvicr. approved, Uniforu Euilding code .rd other ordinrncca of th. ToHn appticabtc thcrcto'
REeuEsrs FoR lt{spEcrtons sx LL BE IADE wENTy-FouR Ho{rRs tt{ ADvANCE gY TELEPHoI{E AT 479'21tg oR AT ouR ottlcE rRoil aim Ar| s:m pil
o
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2138
OWNER
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
Job Address: 1309 VAIL VAILEY DR
LocaIiON...: PUBLIC WORKS LIFT
ParceI No..: 2101-092-00-001
Project No. : PRJ96-0040
APPLICANT TOWN OF VAII
?5 S FRONTAGE RD, VArL, CO 81657
CONTR.ACTOR TOWN OF VAIL
75 S FRONTAGE RD, VArL, CO 81657
AI,LSTATE INSURANCE CO I TOWN OF
ATLSTATE PLAZA, NORTHBROOK IL 60062
Description: PW LIFT
*rr*r*r*rrrr*r FEE
DEPARTI'{ENT OF COMMUNITY DEVELOPMENT
ON JOBSITE AT ALIJ TIMES
Pennit #: 895-0046
Status...: APPROVED
Applied. .r 04/19/t996
riiued. .. 3 o4'/Le-/tee6
Expires. . : LO/L6/L996
Phone: 3034792100
Phone: 3034?92100
Valuation:1, 675.00
sur ARY ****ft****r
E lcctf i cst*> 50.m
oRB f ce -> .m
Totet cal.cutetcd Fces-> 5f-00
Additionat Fecs----> .m
Total Perrit Fee----) 53.00
Payuenl3-----t 53.00
gllexce oue----
Invcstig!tion>
Ti l.l. clt t--_>
TOTAL FEES_>
.00
3. q)
53.00
ITem: O6OOO ELECTRICAL DEPARTMENT64/I9/t996 DPJIJ Action: APPR
DePt: BUILDING Division:
CONDITION OF APPROVAL
DECLARATIONS
I hefcby acknonl,edge th8t I havc read this lppl,icrtion, fitted out in futt thc inforn tion rcquired, corptctcd.an lccuratc ptot
plan, and st!t! thlt !t,t th. informtion providcd as requircd. i_s correct. I agrcc to-cooPty vith thc inforr.tion and.ptot-ptan,
to conpty vith att Toyn ordinanccs lnd statc [avs, and io bui td thi3 structur!-according iothe Torn's zoning and rubdivision
coOesr'Olrign rcvicv approved, Uniforr BrJi tding C6dc and othcn ordinrnccs ot the Toun appticabtc thcreto.
REoUEsTs FoR I}tsPEcTIoNs SHALL BE IIADE TIIEI{w-FouR Ho{,Rs Iil AoVANCE BY TELEPHONE AT 4?9-2138 OR AT OUR OFFTCE FROI{ E:OO A 5:CX, PIt
SIGNATURE OF OI'NER OR CON{TRACTOR FOR HIIISELf AND OIINER
TOWN OF VAIL, COLORADO Statemnt
****************************************************************
statemnt Number: REc-0123 Amount: 53'OO 04/L9/96 07:26
Payment ltethod: CK Notation: I{AMD FEES 8000 rnit: DS
E96-0046 Type: B-ELEC ELECTRICAL PERMIT
2LOL-092-00-001
1309 VAII, VAIJLEY DR
PUBLIC WORKS I,IFT
Total Fees:
53.00 Total ALL PmtE:
Balance:
*************************************************************!t**
Pernit No:
Parcel No:
Site AddreBE:
Location:
Thie Palanent
Account Code
**WAIVED FEES'I't
Description
WAIVED FEES
Amount
s3. 00
s3.00
53.00
.00
TOWN OF VAIL
?5 S. FRONTAGE ROAD
vArL, co 81657
970-479-2138
OlrlNER
Job Address: 1309 VAIL VAILEY DR
Location. ..: PUBLIC WORKS SHOP
Parcel No.. : 2L0L-092-00-001
Project No. : PRJ96-0040
H4 H4
V l-HR Type v l-Hour
8tt632 Add sq Ft:
Status...: ISSUED
Apptied. .3 o4/L8/I996
riiued. .. z o4'/Ls/Lee6
Expires. . : L0/L6/1996
Phone: 3034792L00
Phond: 3034792L00
DEPARTMENT OF COMMI'NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUrLD PERMT Permit #: 895-0058
APPLICANT TOWN OF VAIL
75 S FRONTAGE RD, VArL, co 81657
CONTRACTOR TOWN OF VAIL
75 S FRONTAGE RD, VArL, co 81657
ATLSTATE INSURANCE CO t TOWN OF
ALLSTATE PTTAZA, NORTHBROOK IL 60062
Description i
VEHICLE LIFT
OccuPancY:
Tlpe Construction:
Type Occupancy:
VaLuation:
Firrptac! lnformation: Rcstrictcd:#of Gas Appti anc.s:#of Gss Logs:fof uood/Prtt.t:
*****r****r****t*t*******i*i*t*tt*****t*t****ttt***r******* fEE sulll'IARY
Bui tdi ng--)
Ptan Ch.ck->
Invcatig.tiorD
tli tt cElt_->
650.00 Rlstuerlnt Ptan Revi ct -->t22.5O oRB F
.00
1m.m
.00
250.00
Tot! [ Crlculated F.es->
Additiom I Fecs-)
Totat Plrrit Fcc--)
Paynent s---)
BAI-ANCE DUE-)
1 ,t25.5o
.00
1,tc,.50
1,t25.tO
.m
.00
3.@
R.craltion F!c--____>
C tean-UP Deposit--)ToTALFEES-_--->
Item: 05lOO BUILDING DEPARTMENT04/1,9/1996 DAN Acti-on: APPRItbm:' 05400 PLANNING DEPARTMENT
6871e /766-G-DAN--'-.-- -AaEion : epPn n/aIt'em:' 05600 FIRE DEPARTMENT'o[nt /7996-DAN--- ---Acaion: APPR n/a
Itbrn:'.05500 PUBLIC woRKS
6+7i9 /766a-DiN---- "Action: aeeR n/a
Dept: BUILDING Division:
Dept: PLANNING Divieion:
Dept: FIRE DiviEion:
DeDt! PUB WORK Division:
*t*****it*****ti*
see page 2 of this Document for any conditions that may aPPly to thiE pennit.
DECLARATIONS
t heraby lcknoyl,cdge thst t have rc€d thi! lpptication, fil,ted out in futt thc infornation requi red, conptctrd !n accurlte Ptot
p tli^,
-i'"a-iiit" tnit "tt trr. inior*iton prolia"a as riquirea is corn.ct. I agrer to conpty riith thc infornation and Ptot p[!n,
io corpty yith rl,l, Toyn ordinanccs and stitc [aws, and io buitd this 3trueture according to tha ToHn'3. zoning and 3uHivision
coOcs,-a'cstgn reviev approvJ, uniforr Buitding code and oth.r ordin.nc.s of the Tovn appticablo thcr.to.
REOUESTS FOR INSPECTIONS SHALL BE }IADE IIIENTY-FOIJR HOURS II{ ADVANCE BY TELEPHONE AI 479-21TE OR AT OIIR OFFICE FiOI 8:M AlI 5:()0 P[
Send C lcan-Up Deposit To:sIGttATUREtF oultER 0i coNTR cToR FoR HlrsELf AllD ouilER
i- i- .: r -.t
********************************************************************************
CONDITIONS
Permit *: 895-0058 as of o4/lg/99 Status: rssIlED
**************************#*******************************************!t*********
Permit Tlpe: ADD/AL,T coMM BUILD PERMT
Applicant: TOWN oF VAIL
3034792100
Job Address:
Location: PUBLIC WORKS SHOP
Parcel No: 2101-092-00-001
o
Description:
VEHICLE LIFT
Conditions:1. FIRE DEPARTMENT APPROVAT IS REQUIRED BEFORE
STARTED.2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR
ANY WORK CA}.I BE
CODE COMPTIANCE.
Applied: 04/18/1995
iieued: o4'/L9/L996
To Expire z LO/L6/1996
T0IJN 0F VRIL C0M-DEU ID:303-479-2452
-OthertAqury/Whtl-
JffN 18'96 17:36 No .007 P .01
PUfilr|r i/
rILIAD OUT COtlpIJETEIJy OR Xl I'IAY NOtr BE ACCEPTED
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Nunbar of ltr{slllng Unltsr 4A Nunber of Accoruroalattoh Unltr: J//L
and Type_ of Flreplacest Crs Appllanare cas 1to9r_ l{ood/Pcllet
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Phone Nunbcr!
Rog. NO.
$c4nr1o,t + Cavue+fd-{*+*cdts Contrac
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Phene Nunber:
oFRrcE usE *****************i**rr*******r*
DUII,DINO FIA}T CHECI( FEE:
PII'UETNO PIAN CHEOK FEETUBCHr$ICAL PI.AN CtllcX lE!:
NECREAIION FEESct/8AU-Ut DIPO9ITI
TOTAI, PE8}!IT FEEET
AddreEat
EleotrLcal Contfactor!lddresst -- ._ __.
Plutnblng Contracto:!:
Addrees:
AddrEss:
*************r*.t****r*t******** FOR
BUII.DING PERI{IT lEEr
PLU}IBING PER}TIT PEEI
UECT$NTCAL DENUIT FEEI
EDECIRICAI, FEET
OIHER EInE OF FEEI
DRE IEE:
EUIDDING:
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ADVANTAGE:
TH E ULI1 MATE ABOI'E.GFOU N DLIFTSYSTEM
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.l- fuo -135 '+U[
Derlgned tor }bu. Deslgned to Cut Co3t3 and Increase Ybgr ProductMtlr
&fto , IJL^AIG
^il^*TAGE. ALL THE CbtYOU'LL EVER NEED.
0|! prr.ll.let'rr .l.yr{r||ra llltr lryr l..r u||m|'rl wlll u;.Flo!
trchnololt, lrlrJrt mr l.yrlr 0l lrodrctlrltt tc l!. lrd||'tl.t. hrllt
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lErYllTl|olt FIFFOFII IULTI.lDYlLtAOIr llFlTY llA.AOVA]|T OTT llOYt.OtOU DPLI YtHlcLl al'|vrcr FUNC. TuFrl vrou cAl{ FrLv oL. Advanlage oEttoia m:arr! outcx axD raay
Tlofal ILL ora oxl Lrtr. Advanlage $andard salely lealures bflng peace ol mrnd lo lhe txara|.|.^Ttotr. Inslatlation can h accom-
ollefs a htter wry ol working. Service more vehicles workplace and include:plished in iust a lew short hours wilh our surface
lasler. Petfofm multiple lunctions on one litt- . FAIL SAFE L?CK SIS/tM-fulty automatic posi- mounled above-ground lifls. No special loundation
including comptehensive setvicing, inspeclions, tive sensing ol lgck engagemenl prepatati0n 0r pit excavalion is required, eliminalin0
m-sit8 mainlsnancs and steam cleanino. For brake/ .g;'SAfEfyfAClOn_Our lillsaremade inAmer- costly EPA and OSHA imposed regulations ollen
lire malnbmnce,lree all wheels al one time wilh our ica and built to strict ANSI standards associaled rrith in-oround lilts and pils, Plannino lo
R.J45 Whools Free Bcking system. Adv?nlene lills
^r:,. ^A^tro^t D^^t. relocate? Take Advantage Lilts with you!
ar'venatil',usolhemindoorsoforroorir,"-
- - 'EL!cl!9!.tc L1Gtc clNTn0L PANEL-
automalically prevents unsale operati0n 0Pfl0iltt. EMERGENCY ST1P 8/485-are located alconven.
renl pornls lhr0uqh0ul lhe syslem
Advantage |lrs are lhe Only paraile.aral'. ils
butll In Amer ca t0 meel the Natro.at E s;'..c Ctte
Olher unmatched salery learlr'es hc uoe s: .2:i it']r .
Skd Olallorms on whrch veh,cles res' nc dr e co^ act
glrmrnales atle Sl00age Advanlage loc!_\ a,rl.-.ar
cally engage and dlsenQaje w.lt r,- 'n ,' -. t.t
SIoCS whrle Check ral\0S Conltll FIVCl'(l .1ri rLOr., r,^^
each lttrng cyl'noer
. FJ45 45.000 lb. Wheels Free accessofy Fck
. li0 ' 24 voll lrghts "! th srand;'a burls
.0rr\t r.-. jgh ralnOS
. BL-, lnafServCe
OIVE YOURSELF THE At'VAN.
TAGE Tooayt ia ' l:s to d ,(:r.ss y0ur hea\,1
auly lleel manlenan:e'?:r,remenl5 lialtOnwrde
rorl-hee 1.800.825.5138 ri F i' 6359 Nanc,/ RrOq€
0rrve San D,ego. Calrlcrn a 92121
AOVAXTAO 13 IOIAL I,EI{ICLE
ACCI3ltltLtty QUf ufrque des,gn a: rws
.rnr€slr i i0 access l0 lhe enl/re veh cle L'cf':,r-
rrage wrlF n0 obslfuc||on lve ve el fl.1nated !.e
conl nuous base, posts and cross membefs
With Advantage, you re assured ol servrcrng
vehicles pccissly and easily,
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Category Number
*ign Review Action FOn
TOWN OF VAIL
Date 'l 't- 'L l
Buifding Name: f\,1"o'J*.t.€n#;-',i:', <,"..''e.r'+^\
Proiect DescriDtion:
Owner.AddressandPhone: -fOV
Anehit€c(G6iiadh Address and Phone:
Legal Description: Lot Zone District
Project Street Address:
Comments:
Board / Staff Action
Motion by:Vote:
Seconded by:
! Approval
n Disapproval
V swtRpprovat
Condilions:
Town Planner
DRB Fee Pre-paio l$/" 4
I
Date: 1 Z' 7l
tr\'"f
Planning and En
Community Development Departnent
December 16, 1996
A request for a conditional use permit to allow for an addition and remodel to the
Town of Vail Public Works Administration Building and a remodel to the
Transportation and Fleet Maintenance Buildings, located at 1309 Vail Valley
DriveTon an unplatted trac! located north of Vail Village, Eighth Filing'
Applicant Town of Vail
Planner: Andy Knudtsen
Arn*t-
TO:
FROM:
DATE:
SUBJECT:
On August 14,lgg|,the Planning and Environmental Commission approved a conditional use
permitio allow for the addition and remodel of the Public Works Administration Buildtng and a
iemodel to the Transportation and Fleet Maintenance Buildings. (See the attached PEC memo
dated August | 4, 199 5 for additional information.) Onq of the the
on the project rgqqgcd thgl for a minimum of three
-units to be located on the Public Works site to
[ (See letter to Mr. Larry Grafel dated August l5' 1995.)
Since the initial condition requiring the three dwelling units, staffhas. evatuated ttte Doten at of
the site and believes it can accuryI944"_q_l{gg.lumber of employee housing units' Given that
@Je t@nitb!_99q99pt, thq!Up!qxornP!qt9q99&4!Q slso
increased. The Town wiif5ESfr?fingout aReluest for Qualifications for a design and K-A-,
construction team in the very near future. The team will design and construct tlte housing, which 'Strt
is scheduled to be available for occupancy in the fall of 1997. #r?,dll^,?'"'*
Staff is requesting that the PEC modifo the condition of approval, extending the date to secure a
building permit for the employee housing units until July 3 I , 1997.
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F!LE COPY
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970 - 47 9 -2 I 3 8/4 7 9- 2 I 3 9
FAX 970-479-2452
August 1 5, 1995
Mr. Lanv Grafel
Director of Public Works
Town ol Vail
75 S. Frontaoe Boad
Vail, Colorado 81657
Department of Community Development
HE: Conditional Use Approval for Phases I and 1l ot ths Public Works site.
Dear Larry:
On Auoust 14. 1995. the Plannino and Environmental Commission aDDrovect lhe reouestecl Conditional Use with
the conditions listed below. Thellems shown in italics are the conditions that were added at the PEC hearing.
1. Prior to review by the Design Review Board, the applicant shall:
A. Amend the landscaoe olan addino suflicient sDruc€ and asDen to the snow durno section
of the berm to creale a oradual thnsition trom the older sebtion of the berm to the newer
section. DRB shall detErmine it the landscape plan ls sutficient to create a successlul
transition;
B. Provide a map of the proposed debris flow grading at 1:50 scale;
C. Provide details ol all proposed lighting fixtur€s;
D. Provide a design of a sign to be installed as pad of Phase l.
2. Prior to application for a building permit, the applicant shall:
Provide an uodated analvsis ofproplsad plahs crylu-r/iilh tbr
Attached to thFEl6r i$FGhc
it in detail, as there are descrit
lighting, parking, luel tanks, etc.
ions regarding irements such as
the
Itothat
Thank rcu lor tour cooperation in the review of this D
Public Wofts Slatf on tne implementation of Phasesl
As the PEC mentioned, this site provides an excelk
to working with you in providing a soution to this pr
Sincerely,
/.*l-rb'l F^*'/ C . C,
#t susan connettv
Bob McLaurin '
Prior to reou estino a T,emeac*€*i
a.building pernit tdr a miniinum (sf three
srle.
of Occupancy tor Phase il, the applicant shail secure
ryee housind unils to be located on the Public Woks
osal. I look forward lo workino with vou and the rest of the
d ll. as \ €ll as the develoDmen"t of thb housino comDonent.
loc'ation lor seasonal woiker housing, and wdlook lonvard
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FtL t c$i :
MEMORANDUM
TO: Planning and EnvironmentalCommission
FROM: Department of Community Development
DATE: August 14,1995
SUBJECT: A request for a conditional use permit to allow for an addition and remodel to the
Town of Vail Public Works Administration Building and a remodel to the
Transporlation and Fleet Maintenance Buildings located at 1309 Vail Valley Drive/on
an unplatted tract, located north ol Vail Village, Eighth Filing.
Applicant: Town of VailPlanner: Andy Knudtsen
t.BACKGROUND:
The public works site is located in the General Use zone district. In this zone district,
there are no allowed uses and all structures and uses require conditional use approval.
In 1993, the Town hired RNL Architects and Morter fuchitects to design a master ptan for
the public works site. The master plan was reviewed by the PEC and ultimately approved
by the Town Council in 1994. lt was determined at that time that as each phase was
being prepared for implementation, the Public Works Deparfnent would present lt to the
PEC for conditional use approval. At this time, the Public Works Department is
requesting Conditional Use approval of Phases I and ll to be constructed in 1995 and
1996.
PBOJECT DESCRIPTION
The Town of Vail Public Works Department is proposing two expansions to existing
buildings located in the Public works complex. The expansion of the Administration
Building is required to consolidate the Engineering Division and improve efficiency and
service to the Town staff and the public. Expansion of the Transportation and
Maintenance Buildings is required to accommodate the new 40-foot long buses being
purchased for use during the 95-96 ski season.
This work will be broken into two phases. The first phase will be completed in tre late
summer and fall of 1995. The second phase will be completed in 1996. Phase one
includes an addition and remodel of the Administration offices. The addition is
approximately 2,000 square feet. Phase I also includes new electrical seMce to t|e Fleet
Maintenance Building and the upgrade of one vehicle maintenance bay to accommodate
repair of the new, longer buses.
Phase two includes additions to the Fleet Maintenance and Bus Barn vehicle parking
area, vehicle wash and fueling facilities, driver's lounge and lockers, vehicle body shop
and chassis wash bays, the welding shop, and the vehicle repair bay. The additionaltloor
area is approximately 13,700 square feet. The existing lueling station and the existing
bus wash willbe removed.
il.
o
since the pEC worksession on Juty 10, 1 gg5, staff has reviewed the items that wereraised by the PEc. of all of the issues which were ldentified, staft believes that there aretwo significant issues. These incrude qrproyee housing and aoequaie i.'no.."ping.Staff's analysis of ail the issues is proviOdO 6Jfow.
REVIEW CRITERIA:
Consideration of Factors:
1.
Town.
The purpose section of the conditionar Use section ot the zoning code, section
1 8.60.010, states that:
'Because of their unusuar or speciar characteristics, conditionar usesrequire review and evaruation so rhat thev may ueiicireo pidp"irv *,nrespect ro the purposes of rhis riile and rritn rdspea ne GSrr-Jnids or,surrounding properties."
Tlle gurpose section of the General use District of the zoning code, section1 8.36.010, states that:
"The Generar Use.District is intended to provrde sftes for pubric anct quasi- .
pubric uses... and is intended to ensure dnat puutc uurrornbs anoJiounosand certain types of quasi-public uses permitted in the oiitrict arEappropriatery rocared and.designed to meet the needs ot iJsiJJni, anovisirors to vair, to harmonize with surrounding uses, and, inln" "lr" otbuirdings and orher srrucrures, to ensure
"o.iruii"-iigit, "ii
Jp"nl'p""",and other amenities appropriate wirh rhe p"^in"J bffi;;5;;.;
s.taff believes that the expansions to the Public works tacilities are consistent witrtne oo3l9 of th_ese purpose_seoions
9l rh! zoninjcooe. ih; b-"ifi-G J,iir,e ,it"are pubric facirities and contribute to the Town,s 6ron rc meet the n"10. oiresidents and visitors to Vail.
!""iliti".. utiliti".. ."hoo,*. orr*r
"nOfacilities.
sllttlglieveg that the proposed improvements wil hbve posirive effects on the
:c_rllela risrgd apoy.g, In parricurar, dne proposir wirr nave'a poiNve a'ri'ectln ilretransportation facilities of the community.
ilt.
A.
2.
3.
o"O".Ut"n l?f"tt "nO "onu"rl,"l"
4.
Guest parking
staff believes that the aspects of the proposed expansion that relate most closely
to the criteria above involve tratfic flow and parking supply on this property. The
consultants for the Town of vail provided an analysis of the demand for visitor
parking spaces (see Exhibit A, memo from Chris Hedberg, dated August 1, 1995).
staff believes that the five new visitor parking spaces are appropriately tocated
and will adequately provide for the demands of the Administation Building
.one detail that has been successfully addressed is the configuration of the
entrance to the handicapped parking space. The plan shows that there will be
greater definition to this access way than the current situation. The plan calls for
landscape areas on either side of the access way which will delineatb ft from the
resl ol the parking area. staff believes the improvemenls to detalls such as these
will increase the aesthetic quality of the site.
Fffgclupon the character of the area in which the proposed use is to be located.
including the scale and bulk of the proposed use in reiation to surrounding uses.
Landscaping
statf believes that one of the most significant issues regarding this proposal is
screening the site from surrounding uses. specificalf,ltatf b;tievds that the
berm between the Interstate and the public works siti should be heavily planted.
This berm has been ptanted with spruce in the past and at this time pubid works
will be augmenting the existing landscaping with the following:
'29 - 6'tall Spruce;
'82-TgallonAspen;
'82 -10 galton Aspen;
'48 - 5 gallon Serviceberry; and
'23-5galtonSage;
staff believes that the additional spruce, aspen and shrubs will add variety and
result in a high quality appearance.
In staff's opinion, the landscaping on the berm adjacent to the snow dump needs
to be increased. Statf understands that there is no need to screen buildings or
equipment, as there is in the other portions of the site; however, the lands6ape
transition lrom the existing berm to the snow dump portion does not work well.
staff believes that the 29 additionat spruce shouE 6e added to the snow dump
portion of the berm to create a smooth transition.
Thg..amoylt ol landscaping around the Administration Building is exceltent, in
staff's opinion. The planter box areas wiil increase by 260 sq.ft. once the
proposed plan is implemented, staff believes that the site will be suflicientlyplanted. other conditional use requests in the future should not be requirid to
add landscaping, as the amount reflected in these drawings is adequat6
(assuming the transition along the snow dump can be improved).
A
Lighting
staff worked with Jennifer Decker, an architect with Morter Architects, and ctrovethe neighborhoods around the pubtic works site in rhe eveninf ii-lori,ily rt.lightsthat create grare from the pubric works sire. A tighting pi"n nii #"nprovided which addresses all of the fixtures that genertte glaie. some of theproposed sotutions ro rhe gtare probtem inctude dtiminatinf tnree iow" aioco.unry. tighrs and repracing rhem with.ruily cut-on rixturesl repialNl iiJexistingsoffit lig.hts wirh can rights and eriminaring ihe wattpacx rixiurdi on iie oul *asn(when rhe bus wash faciriry. is removed).-srar Gri!"eJirraiin" ii,ghfi;pr.n n".been thoroughry addressed and wirt sighiticanuyimprove the appearance o, thesite trom adjacent properties.
Details
some of the specific detairs that have been mentioned by the pranning andEnvironmenrar commission in the past inctuoJsignage on tre rroniig"e Abac anogifvino the roof trearments._The ippticant is piohsins a sign as p"i oiin""" rr.T-his wi' be reviewed o,{ !:.oT.g, bbn_ceminfni roori, tre-appii"niri"s ,at.othat att additions ro the freet buirding wir be de'signed to ,atcfif,J eiiiiinf orrrr-rproof lorm. The materiat of the roof wil not be chingeo at this time. tn itrJtuure,Pubric works wir be making rhe roor rateriars-cJniiueni, iimiinieili,i,e isneeded. The roof over the Administration Building is proioieo to u" a.t"noingseam, green metat roof,
-This is significantty diffeient tnah me otheiroof material;however, staff believes that ditferentiaung tne Roministrition-ariioing ,r;'tn"shops building is appropriate.
At the PEC worksession, there was extensive discussion about safety issues andemproyee housing issues. staff berieves r|at they mo$ appropriatery falr underthis criteria.
Houslng
concerning housing, pubric works is notproposing to add any additionalemproyees as a resi.rrt or the proposeo aocitbn and remooer, ino r,"ilror",g3nngt be.required to provide employee housing as a condition of the conditionalUse Permit approval.
JhP.g qrplg}lee-housing unirs were specified in the originar phasing pran, asdetaired in the 1993 Masre.r eran apprbveo oy tne pecind iornciii,i isga.These rhree unirs were ro be comdr;teo as rhriot pnase foiFrrl..'rr.'nt nistime' Pubric works has designated an area on hL eastern portion o, the site thatcoutd accommodate up to twerve emproyee housing
".itc tboo Jq. n-.
"J"'nl
or rpto i0'800 sq. ft. or emprovee housinj. Fuoric worrci i, ;il;ifii tiiJile or tneland and will rely on others to create-the proO*t.
staff believes that it is important to. keep both the expansions to the pubtic worksfaciliries and the proposai for housing moving. siatf 'berieveJ
ih-at ln. Fubi"works site is an exceilent,rocation toi nousirig tJiseasonat workers and hasdjscussed this concepr with the Dire*or ot piutic works. H;H;;;itr"o tt "resources of the rand to this effort. staff is contident that a suc"essiui t ou.ingdevetopment can be created here. However, thttme ,iqriieo io aniiv"r rn,
B.
oplions and determine the best solution is significant. ln order to keep the public
works projects on schedule, statf believes it would be most appropriate to
approve the requesled Conditional Use with the understanding that the Town ofVail statf will work, in conjunction with consultants as neededio create housing atthis location or an equivalent elsewhere.
Hazards
The flrst safety issue deals with thb rockfall and debris llow hazard. The architect
and the consulting engineer have redesigned the proposed debris flow channels
in,.such a way as to reduce the amount ol nitlsiae bisiurbance. No existing t/eeJwill be affected. All regrading will occur on the Public Works site. Art M6ars, theTown's hazard analyst, is presently out of the country and was unable to review
lhe drawings. statf would recommend that prior to iisuance of any buildingpermits for the proposed improvements, that an updated analysis 6y Art M6ars becompleted verifying that the proposed design is suflicient. lf iny siinificant
changes are required, a return to the PEC witl be required. Staff believes that in
addition to looking at the amount of disturbance to the hiltside, other issues for
|4r. Mea19l analysis include identifying the location where the debris flow will stop,how it will be contained, and how much of the Public Works site may be couered.'
A debris flow map at a scale of 1" - 50" must be submitted prior to final DRB
review to fully to understand the irnpacts.
Underground fuEl tanks
Another safety issue involves the new location lor the underground gas and dieselfuel tanks. There was some debate as to whether these sho.-uld be located aboveor below ground. The applicant has researched the codes and provided ananalysis in the memo attached as Exhibit A. In brief, underground tanks will meetall standards and will actually be safer it located below grouid. Because thedebris flow channels are in lhe vicinity and because theie is significant truck trafficaround the tanks, public works believes that locating them unierground willreduce the risk to the tanks.
Findings
1.That the proposed location of the use in accord with the purposes of theconditional use permit section of the zoning code and thi purposes of the districtin which the site is located.
That the proposed location of the use and the condilions under which it would beoperated or maintained would not be detrimentalto the public healttr, safety, orwelfare or materially injurious to properties or improvements in the vicinity.
That the proposed use woutd comply with each of the applicable provisions of theconditional use permit section of thezoning code.
3,
5
IV. GONCLUSION:
In conclusion, statf recommends approval of the Conditional Use request we believe that theproposal meets the criteria, as addressed above, as wetlas the findirigs- speciricilrv, riroirigfuis met, in slaft's opinion, as_the ryoposed use is in_accoroance with thE fuposes ol the zoningcode and the General Use ZoneDistrict. Finding 82 is met as tne piodsed tocation of the usewill not be derrimenrat rolhe pubic heatrh, saletyl or welfare. finafin FinOing m iJmet; rhe-use will comply with ail of the appricable provisi6ns ot tre zoning cdde.
Therefore, siaft recommends approvar wrth the foilowrng condrtrons:
1' Prior to review by the Design Review Board, the 4ppricant sha[:
a) Arnend the randscape pran, adding sufficient spruce and aspen to thesnow dump section of the berm to create a griOuat transitioh from theolder section of the berm to the newer sect6n. DRB shall AeterminJf tnerandscape plan rs sufficient to create a sucuessfur transrtion;
b) provide a map of the proposed debris flow graqing at a 1:50 scare;
c) provtde detaits of ail proposed ilghting ftritures..
2. prior to application for a building permit, the applicant shall:
a) provi.de an updated anarysrs ot the hazard mrdgation by Art Mears,specifying thanhe proposed prans compty wrth-trETov shndlid-Jandspecifying greater detailto cover the qu'eitions llsted In ne memo auove.
f :bvcryooc\Fh@tsDlic{tr. tt4
ErtDit , n€[|o ftcr Ctra Hc&!B ddld gll95
Proiect Orientation / CHFrSnttlS IUwCH
o
Agenda lasl r€vised 12/12196 4Pm
PLANNING AND ENVIRONME],ITAL COMMISSION
Monday, December 16, 1996
11:30 am
MEMBERS PRESENT
Site Visits :12:30 pm
1
George
2:00 p.m.
1.A reguest for a minor subdivision to relocate the common property line between Lots 7 and 8,
requirement, located at 2339 Ghamon ix
Applicant:
Planner:
2.
4.
o
Agenda last revised 12t12196 4Pm l
S. A request for a worksession to discuss establishing a Special Development District overlay
to the Austria Haus, located at 242 East Meadow Drive/on part ol Tract C, Block 5-D, Vail
Village 1st Filing.
Applicant: Sonnenalp Properties, Inc', represented by Gordon Pierce
Planner: George Ruther
6. A request for an amendment to a condition of approval for the Town of Vail Public Works
shops expansion, pertaining to employee housing, located at 1309 Vail Valley Drive/on an
unplatted parcel, north of Vail Village, 8th Filing.
Applicant: Town of Vail
Planner: AndY Knudtsen
7 . A request to amend Sections 1 8.27.030, 18,29.030, and 18.30.030 of the Zoning Code to
allow van storage/transportation-related businesses in the Gommercial Core 3, Arterial
Business, and Heavy Service Zone Districts as a conditional use and add Sections
18.04.415 and 18.M.385 providing definitions for vehicle storage yard and transportation
business.
Applicant: Town of VailPlanner: Dominic Mauriello
8. A request for a variance from Section 18.58.320, Satellite Dish Antennas, D1, 3, 4, 6, to
allow two satellite dishes to be installed at the northwest corner of the Vail Commons
property, located at 2099 N. Frontage Road wesU Vail commons.
Applicant: KTUN Radio
Planner: Tammie Williamson
TABLED UNNL JANUARY 13, 1997
9. A request to amend he Gerald R. Ford Park Master Plan and adopt the Gerald R. Ford Park
Management Plan.
.Applicant: Town of Vail, represented by Larry Grafel, Pam Brandmeyer, Todd
OppenheimerPlanner: George Ruther
TABLED UNTIL JANUARY 13, 1997
1 0. A request to amend section 1 6.20.020 and to add section 16.04.065 of the Sign Code to
allow for electronic signs as Public Information Signs.
Applicant: Vail Associates, Inc., represented by Joe MacyPlanner: Dirk Mason
TABLED UNNL JANUARY 13, 1997
ililililil1
Agenda last revised 12/12/96 4Pm
11. InlormationUpdate:
.Appointment of one PEC representative to the Art in Public Places Board (AIPP).
This Board meets twice a month (2nd & 4th Thursdays) from 8:30am to
approximately 10:30am. The duration of the term would be consistent with the
member's PEC term duration.
12. Approval of November 11, 1996, November 25, 1996 and December 9, 1996 minutes.
The applications and information about the proposals are available tor public inspection during
regular'otfice hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign language interpretation available upon request with 24 hour nolificat'on. Plsase call 479-2114 voics or 479-2356 TDD
for intormalion.
Community Developmenl Department
Published December 13. 1996 in lhe Vail Trail.
T?r{l,l0F
1309 Vail Valley Driae
Vail, Colorado E16J7
) 0t -47 9 -2 1 t 8 / FAX 3 0 1 -47 9 -21 6 6
November 13,1996
Deptrtm ent of Public WorkslTransport4tion
Town of Vail
Planning and Environmental Commission
RE: Extension of requirement to construct employee housing units at Public Works
Dear Members,
On August 14, lgg5,the Public Works Departrnent received Conditional Use approval for Phase
I and Iiof the Shop Master Plan. All condidons of approval have been met with the following
exception - "Friorio requesting a Temporary Certificate of Occupancy for Phase II, the applicant
shalf secure a building pi.rnit fot a minimrun of three employee housing units to be located on the
Public Works site ".
The Public Works Departrnent would like to request an extension of the requirement to build
seasonal employee housing units at the shop site. We have been working together with Andy
Knudtsen and Susan Conneity to develop an RFQ (Request for Qualifications) to solicit a
design/build team to begin work immediately upon selection. This RFQ is scheduled to go out
within the next two weeks. We firlly anticipate to begin design work sometime in December with
consffuction to begin in early summer 1997.
The focus to date has been visiting other mountain communities where seasonal employee housing
units have been built and researching the possibiiity of using pre-manufactured housing units at
the site. Both efforts have yielded positive feedback which will be considered during the design
phase. Also, a preliminary geotechnical study has been completed for the proposed site just east
of tn. puUti. Work's Administration Office. We anticipate building more than three units at the
site, but a specific number will not be determined until site, access and security constraints have
been fullv analvzed.
I hope you will consider our request for an extension and I look fonvard to discussing tlis with
you at yoru next available meefing.
Sincerely,
Or-* +k^^,{^f
Susie Hervert
General Services Administrator
Project Manager - Phase I and tr
cc: Larry Grafel, Drector, Depafinent of Public Worksffransportation
Bob Mclaurin, Town Manago
Andy Knudtsen, Housing Coordinator
Susan Connelly, Director, Commr.rnity Development Depatuent
o
S ITEM
o
TYTHIMAY AFFECT YOUR PROPEB
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and EnvironmenlalCommission ot the Town of
V"if *irf norO a pubtic trearing in iccordanceliith Section 18.66.060 of the Municipal Code of the
fown of Vait on December i6, iggO, at 2:00 P.M. in the Town of Vail Municipal Building' In
consideration of :
A reouest for a side setback variance in order to construct a two car garage, located at
4532'Streamside Circle EasVLot 15, Bighorn 4th Addition.
Applicant: Lillian and william Bresnahan, represented by Kathy Langenwalter
Planner: Lauren Walerton
A reouest for a minor subdivision to create two primary/secondary lots and a variance trom the 30'
l"itiiilrr'f..tagJ requiiement, tocateO at 2339 Chanionix Lane/Tract A, Vail Heights, Filing 1.
Applicant: Robert Hunter (AKA Schmetzko)' represented by Rick Rosen
Planner: George Ruther
A request for a variance to allow for two satellite dishes, located at 2099 N. Frontage Road WesU
Vail Gommons.
Applicant: KTUNPlanner: Tammie Williamson
A request for a review of a new water storage tank, located on an unplatted parcel of land in East
Vail.
Applicant: Eagle River Water and Sanitation District
Planner: Russell Forrest
A request for a minor subdivision to relocate lhe cornmon property. line between Lots 7 and I'
locatbd at 666 and 696 Forest Road/Lots 7 and 8, Block 1, Vail Village 6th Filing.
Applicant: Neil and Nancy AustrianPlanner: Lauren Waterton
A request for an amendment to the condition of approval for lhe Town of Vail Public Works
expahsion pertaining to employee housing at the site.
Applicant: Town of VailPlanner: Andy Knudtsen
A request to amend Sections 18.27.030, 18.29.030, and 18.30.030 of the Zoning.Code to allow-v.an
storage/transportation related businesses in the Commercial Core 3, Arterial Business, and Heavy
Serviie Zone Districts as a conditional use and add Sections 18.04.415 and 18.04.385 providing
definitions for vehicle storage yard and transportation business.
Applicant: Town of VailPlanner: Dominic Mauriello
ililililil
The applications and information about the proposals are available for public inspection during
reguldroffice hours in the project plannels'office located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign language intsrpretation available upon requestwRh 24 hour notification. Please call 479-21 14 voice or 479'2356 TDD
for informalion.
Community Developmenl Department
Published November 29, 1996 in the Vail Trail.
TOW OF VAIL
1109 Vail Valley Driae
Vtil, Colorado 81657
t 0t -47 9 -2 1 t 8 / FAX t 0 3 -47 9 -2 1 6 6
Departm ent of Puhlic WorkslTrmrportttion
November 13,1996
Town of Vail
Planning and Environmental Commission
RE:Extension of requirement to consffuct employee housing units at Public Works
Dear Members,
On August 14, lggs,the Public Works Department received Conditional Use approval for Phase
I and Iiof the Shop Master Plan. All conditions of approval have been met with the following
exception - "Prior to requesting a Temporary Certificate of Occupancy for Phase tr, the applicant
shalisecure a building permit for a minimum of three employee housing units to be located on the
Public Works site ".
The Public Works Department would like to request an extension of the requirement to build
seasonal employee housing units at the shop site. We have been working together with Andy
Knudtsen and Susan Connelly to develop an RFQ (Request for Qualifications) to solicit a
design/build team to begin work immediately upon selection. This RIQ is scheduled to go out
within the next two weeks. We fully anticipate to begin design work sometime in Decemberwith
construction to begin in early summer 1997.
The focus to date has been visiting other mountain communities where seasonal employee housing
units have been built and researching the possibility of using pre-manufactured housing units at
the site. Both efforts have yielded positive feedback which will be considered during the design
phase. Also, a preliminary geotechnical study has been complcted for the proposed site just east
of the pubtic Work's Administration Office. We anticipate building more than three units at the
site, but a specific number will not be determined until site, access and security consffaints have
been fully analyzed.
I hope you will consider our request for an extension and I look forward to discussing this with
you at yow nerd available meeting.
Sincerely,
Or-,, +l'''""4^f
Susie Hervert
General Services Adminisfr ator
Project Manager - Phase I and tr
cc: Larry Grafel, Direstot Departrrent of Pubtic WorkVTransportation
Bob Mclaurin, Town Manager
Andy Knudtsen, Housing Coordinator
Susan Connelly, Director, Community Development Deparhent
Lt"t.o{ ptop"qtv o* a"",
li'qiiti{i-ii{gfi{jil_-;ffi
siis#;.,/
E
f
I
o
S ITEMTHI
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
V"if *if lnofO a public nearing in i"lorO"nce vijth Section 18.66.060 of lhe MuniciPal. Code of the
Town of Vail on OecemUer iO, 1996, at 2:00 P.M. in the Town of Vail Municipal Building' In
consideration of:
A reouest for a side setback variance in order to construct a two car garage, located at
a532'Streamside Circle EasVLot 15, Bighorn 4th Addition'
Applicant: Lillian and william Bresnahan, represented by Kathy Langenwalter
Planner: Lauren Waterton
A request for a minor subdivision to create-tw-o primary/secondary lols and,a variance from the 30'
rinifrrr frontage requirement, tocateC at 2339 Chanionix Lane/Tract A, Vail Heights, Filing 1'
Applicant:
Planner:
A request for a variance to allow for lwo satellite dishes, located at 2099 N. Frontage Road WesU
Vail Commons.
Applicant: KTUNPlanner: Tammie Williamson
A request for a review ol a new water storage tank, located on an unplatted parcel of land in East
Vail.
Applicant: Eagle River Water and Sanitation District
Planner: Russell Forrest
A request for a minor subdivision to relocate the cofimon. plgq9lly. line between Lots 7 and 8'
locatbd at 666 and 696 Forest Road/Lots 7 and 8, Block 1, Vail Village 6th Filing'
Applicant: Neil and NancY AuslrianPlanner: Lauren Waterlon
r -.A reouest for an amendment to the condition ol approval for the Town of Vail Public Works
-Iexpahsion pertaining to employee housing at lhe site'
rr-
--V Applicant: Town of Vail
Planner: AndY Knudtsen
A request to amend Sections 18.27.030, 18.29.030, and 18.30.030_of the Zoning.C_ode to_allow van
sioiage/transportalion related businessds in the Commercial Core 3,.Arteria.lFl:iln: 3l-d.!-lgauy
Servi6e Zona Districts as a conditional use and add Sections 18.04.415 and 18.04.385 providing
definitions for vehicle storage yard and transportation business.
Applicant: Town of VailPianner: Dominic Mauriello illll,lll
The applications and information about the proposals are available for public.inspection during
reguldrofiice hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road.
MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
Robert Hunter (AKA Schmetzko), represented by Rick Rosen
George Ruther
Sign language interpretation available upon request with 24 hour notification.
lor informalion.
Community Development DePadment
Published Novemb€r 29, 1996 in the Vail Trail.
Pleasecall 479'21 l4voiceor479-2356T0D \ f r
*,'ANY*r c\
I
THIS ITE
IwM MAY AFFECT YOUR PROPER
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental-Commission of the Town of
Vail wilt hold a public hearing in accordance-uiitn S"ition 18.66'060 of the Municipal Code of the
Town of Vail on oec-em5er ig, 1996, at 2:00 P.M. in the Town of Vail Municipal Building' In
consideration of:
A reouest for a side setback variance in order to construct a two car garage, located at
asCe'streamside Circle EasVLot 15, Bighorn 4th Addition'
Applicant: Lillian and william Bresnahan, represented by Kathy Langenwaller
Pianner: Tammie Williamson
A request for a minor subdivision to create two primary/secondary lots and a variance lrom the 30'
minimum frontage tliquir"rent, lotlieo at zgCa Chamonix Laneffract A, Vail Heights, Filing 1'
Applicant: Robert Hunter (AKA schmet4ko), represented by Rick Rosen
Planner: George Ruther
A request for a variance to allow for two satellite dishes, located at 2099 N. Frontage Road WesV
Vail Commons.
Applicant: City MarketPianner: Tammie Williamson
A request for a review of a new water storage tank, located on an unplatted parcel of land in East
Vail.
Applicant: Eagle River Water and Sanitation District
Planner: Russell Forrest
A request for a minor subdivision to relocate the common prop.erty- line belween Lots 7 and 8,
locatbd at 666 and 696 Forest Road/Lots 7 and 8, Block 1, Vail Village 6th Filing'
Applicant: Neil and NancY AustrianPlanner: Lauren Waterton
A request for an amendment to the condition of approval for the Town ol Vail Public Works
\rypahsion pertaining to employee housing at the site.
-.
fipplicant: Town of Vail
' Planner: Andy Knudtsen
A request to amend Sections 18'27.030, 18.29.030, and 18.30.030-ofjl? 7-9{Lq,9^o^d^t to allow van
storage/transportalion related businesses in the Commercial Core 3, Arterial Business' ano Heavy
ServiEe Zone' Districts as a conditional use and add Sections 18.04.41 5 and 18-04.385 providing
definitions for vehicle storage yard and transportation business.
Applicant: Town of VailPianner: Dominic Mauriello lil,lllll
The applica1ons and inf ormation about the proposals are, available f or Public, insPection during
reOuldroffice hours in the project planner's office located at the Town ol Vail Communrty
Ddvelopment Department, T5Sotith Frontage Road.
Sign language interpretation available upon request whh 24 hotrr notification. Please call 479-2114 voico or 479-2356 TDD
for information.
Community Development Department
Published November 29, 1996 in the Vail Trail.
Category Number
ilbign Review Action Ftm
TOWN OF VAIL
Date
Project Name:
Building Name:
Projec{ Description:
tl1
Owner, Address and Phone:
ArchitecVOontact, Address and Phone:
Legal Description: Lot
-
Bloc,k- SuMivision zone Distrist Gu '
Project Street Address:
Commenis:
Motion Uy:
Seconded ov: Uell-..'
Innnrovat
n Disapproval
! StaffApproval
Conditions:
Town Planner
,\^r^. A lp la TDatet Q
J
l\ {"1 1 DRB Fee Pre-paid
Agcnda last rcviscd 6l16191 4 9m
DESIGN REVIEW BOARD AGENDA
WednesdaY,.lune 18, 1997
3:00 P.M.
PROJECT oRIENTATION / LUNCH - community Development Department
SITE VISITS
12:00
1:15
t.
2.
J.
4.
5.
6.
1
Driver:
Lindshom-Forkcn - l52l Buffchr Crcek Road
Kyle - 1479 Aspcn Crovc
Lohre - 1895 West Gore Crcek Drivc
Mills - l6l2 Mattcrhom Circlc
Heard - 45 Forest Road
Flanncry - 186 Forcst Road
Kjcsbo - 5l I I Black Bcar Lanc
Laurcn
t.
MOTION:SECOND:VOTE:
2. Logan - A final rcvicw of a ncw singlc farnily with a caretakcr unit. Tammic
815 Potato Patch Drivc/Lot l, Block 2, Vail Potato Patch'
ApplicanlKentandVickiLogan,reprcscntcdbyPicrcc,scgcrbcrgandAssoc'
MOTION:SECOND:VOTE:
Curtin-Hill Sports - A rcqucst for a changc in awning colors and lcttcring'
254 Bridgc StrccUlot L, Block 5C. Vail Villagc I st Filing'
Applicant: Tcak Simonton, rcprcscntcd by Annic Egan
3:00
Dirk
Tammie
4.
3. Zncimer - A final review of a ncw single family residencc'
l ? l 8 Buffehr Creck Road/Lot 4, Tract B. Lia Zneimer Subdivision.
Applicant Ed Zneimer, represcntcd by Brent Alm
MOTION:SECOND:VOTE:
Zcltman - Final revicw of a new singlc family.
1779 Sicna Trail/Lot 18, Vail Village Wcst Filing I '
Applicant Bob Zeltman
VOTE: ,
L
MOTION:SECOND:
Lauren
5.Wicst - Final rcvicw of an addition of parking arca
220 Wcst Mcadow Drivc/Lot 2. Vail Villagc 2nd Filing'
Laurcn
Dominic
Dominic
Laurcn
Dominic
Lauren
Applicant:
MOTION:
Otto Wicst, rcprcsentcd by Saundra Spach
SECOND:VOTE:
6.First Bank of Vail - A final rcvicw of an addition to thc First Bank Building
in Wcst Yail. 227 | N. Frontagc Road/Tract C' Vail Das Schonc Filing # l '
Applicant: First Bank of Vail, rcprcsentcd by Joscph Miller
MonoN, SECoND: vorE:
Town of Vail - Ncw cntry addition for thc Administration and Policc building'1
8.
9.
75 South Frontagc Road Wcst/Unplattcd'
Applicant: Town of Vail, rcprcscnted by John Gallcgos and Kirk Akcr
VOTE:MOTION:SECOND:
Mills - Rcsidcntial rcmodcl and facadc improvcmcnts'
l6l2 Mattcrhorn Circlc/Lot 27A' Mattcrhorn Villagc'
Applicant: Paul ancl Julia Mills, rcprcscntcd by Alicc Parsons
Morton' SECoND: vorE:
Lindstrom-Forkcn rcsidcncc - Conccptual rcvicw'
l52l Buffchr Crcck Rd./Lots 3&4, Thc Vallcy Phasc V' SDD #34'
Applicant: Mr. Lindstrom' rcprcscntcd by Jack Snow
MOTION: SECOND: VOTE:
I |. Bomc - New single-family rcsidcnce.
3846 Lupinc Drivc/Lot 13, Bighorn Subdivision 2nd Addition'
| 0. Austria Haus - Conccptual rcvicw. Gcorgc
242 EastMcadow Drivc/on a part of Tract c, Block 58, vail Villagc lst Filing.
Applicant: Sonncnalp Propcrtics, Inc.' rcprcscntcd by Cordon Pierce
MOTION: SECOND: VOTE:
Applicant: Bob Bomc
MOTION:SECOND:VOTE:
12. Heard - Residcntial rcmodel'
45 Forest Road/Lot 33, Block ?, Vail Village I st Filing'
Applicant: Mikc Hcard, representcd by Stcvc Riden
MOTION: SECOND: VOTE:'/
Lauren
t3'Lohrc-Aconccptua|rcvicwofancwprimary/sccondaryrcsidcncc'Tammic
1895 West Gorc Crcek Drivc/Lot 26,Yail Villagc Wcst Filing No' 2'
Applicanl John lnhrc, rcprcscntcd by Erich Hill
MOTION: SECOND: VOTE:
14. Flanncry - Conccptual revicw of a ncw primary/sccondary' Tammie
186 Forcst Road/Lot 9. Block 7, Vail Villagc I st'
Applicant: Mikc Flannery
MOTION: SECOND: VOTE:
15. Kyle - Conccptual rcvicw of a ncw singlc family'
tiZg e,spcn Grove/Lot 2, Block 2, Lionsridgc Filing 2'
Applicant: Pctcr KYlc
MOTION: SECOND: VOTE:
Lauren
| 6. Kjcsbo - Ncw singlc-family with a Typc I cmploycc housing.unit' Tammie
5l l l Black Bcar Lanc/t,ot l, Block 2. Corc Creck Subdivision'
Applicant Rollic Kjcsbo, rcprcscntcd by Jim Bryan
MOTION: SECOND: VOTE:
Staff Approvals
Pazzo's- Ncw awning and sign' Dirk
122 E. Mcadow Drivc/Block 5E' Vail Villagc lst
Applicant: Tom Clinton and Mike O'Mcara
Lionshcarl Gondola Building -Changc in landscapc plan' GR/Dirk
Tract B/Vait Lionshcad I st Filing'
Applicanl Vail Associatcs, Inc., represented by Brian McCartncy
Vail das Schonc Shopping Center - Addition of parking spaces' Dominic
2l I I N. Frontagc Rd./Vail das Schonc.
Applicant: Dennis WYatt
Safeway - Revised landscapc plan. Dominic
2l3l N. Frontagc Rd.iVail das Schons.
Applicanl Dcnnis WYatt
3/
Bridgcs - Entry addition. Dirk
z+eoeataMountainRoad/Lot20.B|ock2,VailVil|agc|3thFi|ing.
Applicant: C. Plowdcn Bridgcs
Borgcn - Rcroof, Laurcn
1280 Spraddlc Crcck Road/Lot 10' Spraddle Crcck'
Applicant: Erik Borgcn
DcBooy/Howard - Rcroof. Laurcn
4022 Willow Way/Lot I l, Bighorn Subdivision'
Applicant: Hcnri DcBooY
Bannistcr - Dormcr addition. Tammic
2943 Bcllflowcr Drivdlot 4, Block 6, Vail Intcrmountain'
Applicant: Frank Bannistcr, reprcsentcd by RKD
Aldrctc - Changc to approvcd plan. George
I-ot 3. Vail Villagc Wcst No. 2.
Applicanl Antonio & Val Aldrcte
Davis - Dcck addition' Dirk
l4S0BuffchrCrcck#lB(GrouscC|cn)/TractB,PhascII,ThcVa|lcy.
Applicant: Carol Davis
l,achcr - Window modifications. Dirk
400 E. Mcadow Drivc (Thc Tyrolcan)A/ail Villagc lst Filing'
Applicant: Michacl & JudY Lachcr
Rondcau - Window additions. Dirk
930 Fairway Drive/Lot 7, VailVallcy lOth Filing'
Applicanl Paul & NancY Rondcau
Pomboy rcsidcncc - Additon of 4 cntry pillars' Dominic
78 | Potato PatcVlot 21, Block l, Vail Potato Patch'
Applicant: S. PomboY
.lost - Boilcr room addition. Dirk
50 I 3 Snowshoc Lane/Lot 24,Yail Meadows # I '
Applicant: Tom Jost
Vail Athlctic Club - Phase I landscaping. Mike
352 E, Mcadow Drive/Lots A&8, Vail Village lst Filing'
Applicanl JWT 1987 Vail Limited Partnership
Mill Crcck Building - Plantcrboxes. Dirk
302 Gore Creck Drive/Lot l, Block 5A, Vail Villagc 5th Filing'
Applicant: Mill Creck Court Condominium Association ,'
Exprcss-oandLaCantina-Newsigns' - . \,hr--i-!h rr-:r1r:r
Dirk
24l Sourh Frontage Rd. ;. 1yji irinsportation Ccnter/Block 5D, Vail Villagc I st Filing'
Applicant LucindaNussbaum
Brookhce Townhomes - Stair and wall rcplacement' Dirk
980 Vail Vicw Drivc/Block B, Lions Ridge #l '
Applicant: Brooktrcc Townhomcs
Pepi's Ga.bthof Gramshammer - Extcrior stairway'
- - r -^ r::r:-- Gcorgc
23 I Gore Crcck Drive/a part of Lot A, Blook 5-B' Vail Village I st Filing'
Applicanf PePi Gramshammcr
Thc apptications and informarion about the propoeals ato available for pubtic insPection during regutar ollica hours in fhc project
planncr,s office, tocatotl at thc Town of Vaii Comnunity Dovolopmcni Dspartment' ?5 South Frontage Road'
sign languagc intcrprctration svailable upon rcqucst with 24 hour ndtification. Please call4?9-2114 voice or 479'2355 TDD for
information.
6Et ' 4E
TOWNOFVAII,
7 ''{AY-2?-9"
E.
.F.
FROM . TOV-
OWNER(S) SIGNATURE(S):
NAME OF APPLICANT:
MAILINC ADDRESS:
COM-DEV-DEPT,
o
lD ' 9?@4?92482 PAGE I/E
APPLICATION FOR DESTCN REVIEW APPROVAL.
GENERAT TNFORMATTON
This applicarion is for any projcct requiring Dosigr Revicrv approval. Any project rcquiring dcsign rcvicw must
reccivc Design Rwicw approval pdor to stbmining for a building pcmit. foisp.ccifib infonnation. sec the subnritbl
requircmcnts for thc pafiiculu approval that is rquested. The application carrnot be acccprcd until all the rcquired
infomution is strbruiited. The projecr may also need to bc reviewtd by thc Town Council and/or rhc plarurinj and
Environmcntal Commission. Design Rcview Board approval expires onc year after final approval unleis a
building pormit is issued and conskuction is started.
RIPTI qqTHE REQUEST:
PI{YSICAL ADDRESS; -f< g,
pARcEL#. ZlDl 06{ O0ao Contact Eaglc Co. Asssssors Office at 970-328.8640 for parcel #)
NAME OFOWNER(S):
MAILING ADDRESS:
Questions? Qr. Phnning Stalf a t 479-Zt2B
a Bl6sA
C-l^,
B.
c.
D.
D.
PHONE: 1T* SZ,J,AG. TYPEOFREVIEWANDFEE:
tr-Ne* Construction - 3200p$ddition- $50
Construction of a ncw building.
Includes any addition whcre square foohge is addod to any residential or
cornrncrcial buit ding.
krcludcs minor changes io buildings and sitc improvonc t$, s\rch as.
ieici''ofing, paintin& window additions, landscaping, fences and retaining
wallsl ctc,
For any application whcrc ttre applicant wishcs to meet with Design Rcview
Board to tlctermina whether or not the projcct g$craily complics with the
dceign guidelincs. The DRB docs not vote on conccptu,al reviewS.
DRB fccs are to be paid at thc tirne of submitial. Latct-, whan apptying for a building pcmit please idcntif,the accuratc valuation of the pmject Thc Town olvat witt
"ajus tuJ*c accoraing to thc pro;cct valuation.
PLEASE SUBMIT THIS APPLICATION, ALL STJBII{ITT.{L REQUINEMENTS AND THE FEE TO TIIEDEPA,RTIIiEM OF COMMIJNITY DEVELOPMENT, 7i SOtrig-iNOXUCE ROAD.
VA,IL,COLORADO gl5s7.
tr Minor Altererion, $20
D Conccptual Reyicyy - $0
7S?
o
BUILDINC-I4ATERIALS:
ffi-sLer""',"-
ffine+".- 1i\o.t','lUJ"!-DIrg+
r"I o l.L*o II€tera \Llancp4.
(
Ulood-r^*] / rrt rt- lo"L*4 d
T"t+|"(qn
r t/lt t{+
COM-DEV-DEPT. I D,9784
o
LIST O[' PROPOSED MATFRIALS
452 PAGE 2/EMAY-e7-97 @4,4E FROM, TOV-
OthcrWaIl Mefffials
Fascia
Soffits
Windows
WlndowTrim
Doors
Door Trim
Hand or Dack Rails
Flucs
Fla.things
Chimncys
Trash Enclosues
Greenhouses
ReiainingWalls
Extcrior Ughting"
Othq
TYPEOE \4ATEELAL:CQLQB:r
Roof
I rri lJr,-
rr II tJl'
lr AtlA-
-
l/1
Ir&
I
{a',a<l:P(\aA
* Plcasc spocifi thc manufacfurer's color, numberand afiaeh a sniall color chip
+r AII exrerior lighti4 musf mc€t thc Tovrn's Uthtir\g &dio-"o 18.54.050(J)' If exterior tighting is propmcd
plca* indicate *c nu.Ua of nxhrres and locdions oD a ss?rete ligbting plan' Identi8 cach fixore 6Ac and provide
ihe bcigbt above grade, Iumens outruq lunrrnous arc4 and attach a cut shcct of the lightiug fixtucs.
nAY-??-9? 89,4? FROM. TOV-COM-DEV-DEPT '
-
lD..9?64?5J2452
o
PAGE 3/B
PROPOSSD TREES
AND SHRUBS:
EXISTTNG TREES TO
BEREMOVED:
OROUNDCOVER
soD
SF:ED
IRRICATION
TYPE ORMETHOD OF
EROSION CONTROL
FRODOSEDI-ANDSCA-ETNG
EpfAligLblAUrC Conrnron Namc Ounntity SiZd'
t-?l) -"8 s(cLc.si_.,-Q)r- I
\qt
"Mininrum roquirenrCotS fOr land^scapiug: dccidoous trccs - 2 inch CatiPcr
aonifcrous rccli - 6 fcct in hcight
shrubs - 5 gallons
Tvnc Squa.c Footaqc
OTHER LANDSCAPE FEATURES lretaining walls, fenccs. swin:ming pools, dc.) Please ryecify. hticatc top and
bottom elwations ofrctaining walts. i4a<imutn height of wallswithirr the ftont sctback is 3 fect- Mo<imum height of
rvalls elscwherc on thc properfy is 6 feet.
ot,nn Review Action F";
TOWN OF VAIL
category Number -r' oate /0' 3 o' 7 b
Proiea Nama: 7ar*- 6 /?
Building Name: r'
Project Description:
Owner, Address and Phone:
,rn*cVg@, Address and Phone:
4us; e H.ruro-l x 2144
Legaf Descriprion: Lot
-
Block- suoaivision NNf lnlfcJ Zanr. I Zone District 4J I
Project Street Address:
Comments:
Motion by:
Board / Staff Action
Vote:
Seconded by:
! Approval
! Disapprovalw@
Conditions:
Town Planner
DRB Fee ere-caia Hf Aoate: lo ' ao, 7L
,r/l,
I
V
TOII\IOF I'AIL koo il,'!''
I)09 Vail Valley Drive
l/ail, Colortdo 816J7
t 0t -47 9 -2 1 t 8 / FAX 1 0i -47 9-2 I 6 6
Depnrtnent of Pnblic lVorks /Trnnspor ta ti on
October 28. 1996
Russ Forrcst
Senior Environmcntal Planncr
Town of Vail
75 S. Frontagc Rd.
Vail, CO 81657
Dcar Russ,
Thc Town of Vail Public Work's Dcpartmcnt wishcs to obtain staff approval on plans to cxcavatc
into thc cxisting slopc to providc turning radius clcarancc for bus traffic fiom thc ncw bus wash
building. Thc cxcavation will rcmovc a portion of an cxisting dcbris flow ditch. CTL Thompson
was askcd to dctcrminc if thc rcrnoval of thc dcbris flow channcl would significantly irnpact thc
hazard. You arc in rcccipt of two lcttcrs datcd Octobcr 7 and Octobcr 9 which addrcss this
conccrn.
It is thc intcntion of thc Public Work's Dcpartrncnt to fully comply rvith thc Hazard Rcgulation.
Art Mcars has conccptually approvcd a dcbris flow mitigation plan which rcquircs channeling
from thc toc of thc dcbris fan cighty fcct north of thc propcrty linc, Oncc this propcrty is acquired
from thc Forcst Servicc, thc Public Work's Dcpartmcnt will finalizc dcsign and procccd with
obtaining necessary board approvals and construction within an appropriatc tinrc framc.
Sinccrcly,
Director, Dcpartmcnt of Public Works/Transportation
Bob Mclaurin, Town Manager
Susic Hervcrt, Cencral Serviccs Administrator
Greg Hall, Town Engincer
cc:
VRIL. PUBLIC LJORKS OCT 1 IIt37 N0.002 P.02
rE
o
D$tb Flor llrarrf Cgrrfdott
llrlntrnrrroa Frdll$
Vrll, Colondo
Job No, OS'1e85
nr ||don or b.rm F qu'ilcd ElfS l:'P#g*:#|l,#l
rn.,*olllu#'ffi*f offi lnH["]'?ifitilllifr ffi t-"ifr
by ilesrr md oul Hltfo'ti'iiliii'itrwrtlm ildle'i' thrt thr Pdrnllrl rlrbrlr lfow
hi'rd lf tow md t" #tJft1;;'pi-"Iiurv-;;i rhnneatt1 To rubrtrnllrte our
optntorr rnd betrr luddrhlfi;d ,ii rril jircctrii rrlth potcntlrl tlcbrlr fiow we
woutd ncolt to prrrorm ii ""iru-rrii"
or rrt. o.iirir-i ruicr rrer lo 'rilmrtr
th3
qurnttry ot rvrilrblr o.6lijiil-c*dr1gw 1niffiddiiour tlndlrrcr In Isht ol thr
potrnttrt qunnttty t n1ilif, tiiJt-Juiia*riv crrciriarcc ii prn O 1nr hydlolo3v rtudv
Ladormcrt to O"".rop r#'rni?iiii"Jt pr.ir. wr-iieto6 lhrt thr hvdrologv rlutlv
[. L.rig-p.i"rmod iv otharr d thlr wrltlngl
Slnce lhc potsntlrl nagiltu-rlr of O1!f; ilowr lr not lnown' lt tr not Inown
now murlr-mtrtgrtlon thr brrri lo br rrmowd prsvldot'
Tt1; ||Gon or Errm trr qF ur "'r*fr-frrrrcrtlirrrfonrlnttrn||ilGilmdn-d-otfittlrt rrulr flor rtq r- r .q
filfrll of thfi" - bccn eddnrd ir
ffi;# ilffi'fi;;J'ild'o oiiit *ornr rr firiou't'
|nouoPldon:
Al Tmfi3f.. ol fitfronr eo0"dJ d'mffowr ltrhb rn' b hil r|d- [rrry nrhdltcut.
crL/THOi'IPSON' l$-9'- - ?oxeuurtne ENo-lN-E-Efi€
:r:r4 crNt€e t)l{rvr r (tl l'Nwo()r) t1p6p1f,f t:crlorllt{l6r'0l I teTo) $'$'48oo
rD51547e2166
Oo|obt C' le0C
Town ol Vrll
It0l Vrll VrllcY DrlYc
Vr[, 0f tl88?
Attrnllonl ilt. Surh Hcvrn
tubfral:
Th|||dt.'b|nrrrpcn|.tooul.phonroonv|rt.tlononodebrra,1906.
Dudng thc convrrrrrroiiS-diiiuit"o $ir.coitr,i. ot ou,lrilil drtod oclobil 7'
te96, undrr rnr rtmc pC;ifi;;,-Gonar'"11e iii ;iud irow hr4rd rt thr rublrsl
r[., you tildlsrrcrt niiri"ii"iibr tm upnar'p.i ot tr," u"tt-n (tpprorlmeicly 76
thox f..r) ,.. nr-i,t"-"ifrdi-tu-r'd[rn liliui ioocs roit]rc hdlltv' You
r*.d tt nrnwrt o, erfr'Jr'il;iilrt.ito* dfi;;"H rllnlflcrntlv 1tror'rrc thc
ilf;r';i ttrk tiom ictrrrttat debrbflowr'
VRIL PUELIC IJORKS ID :3034792166 11:38 N0.002 P.03
!rriihd j
OCT 1 6'qo
Bl ne runowr cf rhf P'nt-{-I'-rTsr['T:illJ.,ttll:ll'H''' ;ifutttclt*tt lncrsmctlto doerrl o
Booru$ sa hl9l not dont thr !-otL l?T[rrry to rrlrr|T slto-dil oplnlonr
ardtmr.,..drbour, * r]ii'i"r liiii-"iliou rqu-riliionitrrt rmovrt ollhr brrm
;il;"6ru tl*dtilhrillY'
Wr rPPtoclrte thl opponudty to wotlt wltir you ofl thlr Prolccl lf you hrYo
qul$lonl, glrne orll'
Vary trutY Youn,
gry1161plQ?1, lllG.-AHlEl
Wlron L 'rllrf Eodrn
Yon of vlllJolilo.o*ril
TOWN OF VAA
I1A9 hll Vtllq Drlttc
Ytil, Colorilo El6i7
I D :3054792166
FAX PHONE TBANSilITTAL SHEET
VRIL PUBL I C IJORKS OcT 1 11 :37 No ,002 P .01
Departm cat of Pfilic Worklltuzrportat'ioa
6',9o
TO:fflr Kc ffltzll roa'-
COMPANY
FAX PHONE NUMBEH:
FHOM:
TIMF:
NO. OF PAGES IN DOCUMENT (NOT INCLUDING COVEFI SHEEQ:
FESPONSE REQUIRED?;
SENT BY:
TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS/TRANSPORTATION'S:
Pl{O}lE I{UMBEF: (970) {79-2158
FAX PHOttlE NUilBEH: (970) {79-2166
ffuJ(r- +t^,c .*b +h4- aE ald*r'tL fn-or', CfL. (d-r,rA
l+ic r-$o...lt- Dr1, trra, Ct-rr qe+ +4o.66 O.lpto.n0 |
-IT.o bfl- ireu"l. pa.Inn*
Sttstc-
VRIL PUELIC LJt]RKS ID:3054792166o 0cT 0le6 15:11 N0.003 P.01
q-
LJrEt-
oatoberT, tggo
Town of Vlllr$f VrllVdtcy Ortvsv.lt, co 8r$7'
Alttnllon: Mr.Surtl6lytrt
Sublrct: uiorbflorHrrardOon0l|lt|lh|l
Maln0rruncr Fqctfltv
Vall, Golortdo
Job lrlo. CS-tO0g
:s#fihffi {::"$i$il3.t!ff *llr#:'.?,:?$tttTJ:ffi I
jt:con*rrrns porcnrhr 6r'r ,row h'srrlirirrc c'i. viliiiJJ'il-r*oar or rh.upp.' rpptorrmr.rv 7t 16.r or rxiirrnolrurL-_no*';-nril,i;;rm wouro brrppl'prrrr.. Ttrrr rinrr provrclr " lllolrntio" of the proporilf coiltrrucron rhdp''[nr' oul .prnionr^rnd rr"orr.-nail-il concrmrng dlbrb ilow milgercn. ouri,fl'lliiili[,""j..#:P.$;#f ;tiih.c-il;r;;#;'lyon*,o,,
Thr rllo ts toclrod north ot t,ro In ylll, Cotondo. Gcro Crrlr |' b|yend h?Olo thc rcuth. nr *q1e r9.i.n; v;lil;funcr Fltrmy (Eur Erm) rr bcrow rhrdro ro rhr rourhr.il. 11_e.lnnjpiEiidildit admrnr.,rdtye burrrns r*o rh. orrr.Aco*r ls vra the r'?0 rronrrge ffd;]il it rosir ddr of rhr rnc.
Thf fto crr b. v{turftrrd ,l I comprrrtlvcly fl|t rnd bvrt bfnc{red rur thrlhar bocn fxemtrd rnto-rnC nrtuiliJroifrJ"rurllg rr thr die. Thr *ocvalrddopc rbovr rho bilohcd ;il;-t"p".;;;'il..ng{h approrrr*rrry t0 vsrtcrr hctrl erd'n'cq*rud rnd vr.urr-iiiri'#ri-ri'i,r
1-rg..1.(h.oJrFontriro yrrrbru. Adratnrse rmrr
'Dororlr.."rv ;;l idffi;;; md nl ro ro frrr &rp rrndt donvnto tht muth.mr'itong frtr rip ii i6-1-Jlilii.C dogr, t{rlu?rt rtoirs rbow rhc'romr.d rbpc, rreoc-up-ro rtb norir, rt ffifumtiry r0 to ?0 prrcdnr. vcgtcfitronconr|rlt ot grrcror rnd'wrdr ,rfrf, .orT.alif D?urh.
Flenr tre to cxcrv.dq.tnto |hc e[.ilng qHrrtrd lopc rs proytda tulntDgrrdrus c'?rn* ftr bu. hrfiil itd;-filil#rc'uon to irrimiinlrienor frorrtybuttdng' Thr excrvrrp-lfl!t"il";;;;;i,*,o,, r! rforrr rc.r o, a d.oilr frosldt''rton ohrnnd thil rr il trr rop oirffi-.ililrng rrcrvr'd ilo,r. The Fril of thr
H:1,t3 fl:[ff.1,".fi1i.iflf;,j;;ti; f'ilrJi,r1".p r me ||3r rna orriril,rrr,ti 6 iiii
Wc ro,flwGd r rrped ilUrd .Avrhrfit, Boalrhll rnd Orbtu Ftor llmrrd
GTL/TI{OIIPSON, tNC.
'i,.r)r.*,,rD,,,vErcileNwooo."",nF.o,J[?ou.t^I$!fl ,"J"gii**rti;?
VRIL PUELIC LJORKS I D : 3034792166o OcT056 13:11 No.00l P.02
trl
Itt{y.tg prcparrd by Arthur l. ltltcarr, p.E., Inc., dsted Drcambcr l0e{. The rcporrsrr.S 'd.bfrt ilmr hryo not alfrctcd thc ilte durlng ttrts .cfrturlf and thlt '
$yell9l plobrbtv wourd nar be rcqur.d .r mmy imrrol roo"r|i,ir 6ri,rrro, or vdr."
,tliLl:??T III_c.l plgy$!. ntrfedtgn ?Gcomm$drilonr tf tr tr dremrd nccrtrffyIn or6cr ro eontonn to vrlt ltrt|rd Reguh0onr, rprctftcrlly, sgailon to.gc.0o2 ici(b). -our lilrrprctdlor ol rhr vdt HrArd nigutiilonr rr iirn trc oeotrtoo rr rowhclhrr-or nor ndflglttoo h ncolr0rry rr |h- rupmdbillty ol irre rnginoi irgcohflS.
tn out.oplnlon, thc crlrtlng mltlgetlon berrn rr Incornptoto sf rccornmmdcdby llolr and thrt lt crn br consliorcd'to br In I drir ot prrttrt mnltrucilm. shaarltlfedlon h nor corrrpt6t , rlt rdton of $rr rrtrrtn, b.,h_-;rtd-u-c ionrrocrao ratrod l.m oondrudlon prooodurr.
Emed on our cur|ory rvrt|xilon ol thr porrnilrt drbrtr flow hrrard rt lhlrstte w. brttwr rhrr mrugrna{r jnry nor br nrtm'ry. TG iitd;ii-ir,u I ridarcoonnrlrrrcl cf lhc dtbrlr ltow rourn brdn lr'pcrhrnJiiil;dhrr. rh.quf|dty ot rvrilrb|t dsbrlc flow nrtrrtrl, Ttrr potontdl dodittbu tr*erc cnrtctl!!11_E_ry!l.urlrdIn llghlof rvrltabtodcbdr qurntrtrr *rr eorrnurirui-oruoru*.rorilmrnrd Dy othorc tt parl_ot thr rlr &etnrgc plan. Thlr rpprorch ruoutd brnoqumllfy lha_ pot ntbl drbdr flow hrrrld end aitow a brllrr drtcrmlnrrlon g| |o tntnao$dly ol drbrb flil ilfieailon et hlr rltl,
- -rYr oppedrlc thr oppcilunlty !o ryoft wrth you cn rhrr prolrat. w6 rrfprovtdtng our .|]vtcil on an untr ritr biltr. n ori'tr,ro,- wr woliJ'oi tuipii;provldr r propolil tor thr tugffrtrd flold rooonnrfl|Onocrnd fudhai rvrtuatlon otlhf potmttrl drbrrr frow niarc. rr you hiw qucrtionr, prciii ";ra[iyo,;
onnnbnco.
Vrry truly yourg
Wlbon L,Uy,Eordan
Englnrclng Orotoglrt
Llirtlf:cd
(t coplrr rntf
fowN of v lr*t||oo}|;
cTL/rHoilPSOtl
tqvlse,d 8lL7l94
DESIGN REVIEW BOARD APPLICATION - TOWN OF VAIL, COI,ORADO
DATE RECEIVED:
DATE OF DRB MEETING:**********
INCOMPI'ETE APPT'ICATTONS IuIAY NOT BE SCHEDUI'ED FOR REVIEW.**********
PRO.JECT INFORI{ATION:
DESCRIPTTON:tLerno\l e- a seclo^ o€ '+h-4- h,llstde drr-/.rjl
I.
A.of *l*-4-
n-arrlq con skulotecl b{r.a trjosh. A 4 | boLdd ea- rta}o-u-Lnq ulotl tr:r ll b"- rno+aIed
r-rr *h 3: , qrodinq no* -Fo crceecl oltz Propelrb{ lrne. Jhrs t.l-:rll otlour +t'-a--Ta,rrns r-lo' buses' -lo ext+ .f.h,.L h].J-o |J.ja]-.-L-, + hal-,<- enouqh a€ a- l qtvttl.n
B. TYPE OF REVIEW:
X New ConsErucbion
AddiEion ($s0.00)
.+-ru-o-/Ln .
($200.00) Mlnor Alteration ($20.00)
ConcepLual Review ($0)
D.
ADDRESS:Vor-0 C.o A
LEGAL DESCRIPTION:
Subdivision
Lot 53€ 'r€xhrb,JA" Block
If property is described by
description, please provide
Lo this application.
ZONING:
a meets and bounds
on a separate sheeL
legal
and aEt,ach
F
F APPLICANT:
Address:
Val Pcrbl rc- Lr)onkt>NAME OF
tvtai I ing
I.
,I .
Phone qlc - aq!.rq_
G.
H.
NAME OF APPI,ICANT'S REPRESENTATIVE: SUSIe. ilEEVC,EI
Mailing Address: sAme os Abovc,Phone sA,me as (}lrov<-
NAME OF OWNER(S):
OWNER(S) SIGNATURE:
Mailing Address: l3o Vad VoIJ O,trsl- V
Phone t-tq -aqqq
APPLTCATIONS WILL NOT BE PROCESSED WITHOUT OWAIER'S SIGNATURE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid aL Lhe
time of submiLtal of the DRB applicabion. r,aLer, when
applying for a building permiL, please idenEify the accurate
vllultion of the proposal. The Town of Vail will adjust Lhe
fee according to the table below, Lo ensure Lhe correct fee
is paid.
I
rps parn: $ N/,q cgecx *: nere: sY:
FEE SCHEDULE:
VALUATION$ 0 $ 10,000
$ 10, 001 - $ 50, 000
$ 50, 001. - $ 150, 000
$150, 001 - $ 500, 000
$s00, 001 - $1, 000, 000
$ Over $1, 000, 000
DESIGN REVIEW BOARD APPROVAL EXPIRES ONE YEAR AFTER FINAIJ
APPROVAI, TJNI,ESS A BUILDING PERMIT IS ISSUED AI{D CONSTRUCTION
IS STARTED.
FEE
$ 20.00
$ s0.00
$r_00. 00
$200.00
$400.00
$500. 00
o
TERIAIJS
TREES
o
Connon Name ouantitv Size*PIJANT }!A
PROPOSED
Botanical Name
AI{D SHRUBS
*IndicaEe caliper for deciduous trees. Minimum caliperfor deciduous trees is 2 inches. IndicaEe heighE for
coniferous trees. Minimum heiqht, for coniferoustrees is 6 feet.**Indicate size of proposed
5 qallon.shrubs.Minirnum size of shrubs is
Tvpe Souare Footaqe
GROT'IID COVERS
soD
SEED
TYPE
OF IRRIGATION Aon-n--
TYPE OR METHOD OF
EROSION CONTROIJ
C. IJAIiIDSCAPE L,IGHTING: If exterior lighting is proposed, please
show the nurnber of fixtures and locations on a separateliqhting p1an. Identify each fixture from the lighLing planin the space below and provide the height above grade, tlpe oflight proposed, lumen outpuL, lurninous area and a cuL sheet. ofthe Light fixture. (Section 18.54.050 .l)
OTHER IJAIiIDSCAPE FEiATURES (retaining wall.s, fences, swimmingpools, etc.) Pl.ease specify. Indicate. heights of retainingwalLs. Maximum height of walls within the front, setback is
3 ' , Maximum height of walls elsewhere on the property is 5'
q' fuur stodc Bou)det- uJcd{
D.
SEEDING
DESCRIPTION
The work required by this section includes lawn and wildflower/native grass seeding as shown and
specified. This may include soil preparatioq seeding lawns, athletic fields, and other indicated areas,
hydro'seeding lawnq athletic fields, and other indicated areas, seeding wildflower/native grass areas,
crown vetch seeding, mulching reconditioning of existing lawns, and maintenance of seeded areas
until acceptance of entire project.
MATERIALS
Deliver seed and fertilizer materials in original unopened containers showing weight, chemical
analysis, name, trade name, trademark, and conformance to State Law, bearing name and warranty
of producer. Store in a manner to prevent wetting and deterioration.
Seed: fresh, clean and new crop seed mixture. The seed mix shall be as indicated onthe plans, and
shall be mixed by an approved method.
Submit seed vendor's certification for required grasVwildflower seed mixture indicating percentage
by weight and percentages ofpurity, germination and weed seed for each grass species.
Fertilizer: Type A fertilizer: Triple Superphosphate, 0-45-0.
Type B fertilizer: Starter Fertilizer, granular, non-buming, slow release, 16-20-0.
Type C fertilizer: A slow release, pelletized fertilizer derived from soybean meal, cottonseed meal,
and sulfate of potash magnesium, or an approved substitute with the following analysis:
Nitrogen 6:l
Phosphorous l:1
Potash 3:1
Herbicide: Liquid non-selective herbicide containing not less than 4lYo of the active ingredient
isopropylamine salt of Glyphosate. Submit product information for approval.
Erosion control blanket: Jute mesh erosion control netting or acceptable substitute. Staples shall be
#l I gauge steel wire, "Ll"'-shaped, 6" in length.
Organic matter: Shredded or pulverized manure at least one year old, low in mineral and woody
material, well composted to destroy weed seeds, free from objectionable odor wet or dry, and free
from salts and other substances detrimental to plant growth. Screen manure to remove clumps larger
than3/4" diameter.
Straw mulch: Clean oat or wheat straw well seasoned before bailing, free from mature seed-bearing
stalks or roots of prohibited or noxious weeds.
Wood cellulose fiber mulch: Degradable green dyed wood cellulose fiber, or 100Yo recycled long fiber
pulp, free from weeds or other foreign matter toxic to seed germinatiorg and suitable for hydro
mulching.
Tackifier: Liquid concentrate diluted with water forming a transparent three-dimensional film-like
crust permeable to water and air, and containing no agents toxic to seed germination. Submit
materials certification for tackifier.
Asphaltic emulsion binder: Refined petroleum asphalt emulsified in alkaline water without use of clay,
starclq or deleterious srbstances, and not more than 0.75% ofsaponifiable acids ofa fluid consistency
with no petroleum solvents or other diluting agents toxic to seed germination.
Water: Free of substance hannftl to seed growth. Hoses or other methods of transportation furnished
by Contractor.
EXECUTION
Seed Bed Preparation:
Work notification: Noti$ Owner's Representative at least 7 working days prior to start of seeding
operations.
Perform seeding work only after planting and other work affecting ground surface has been
completed. Examine finish surfaces, grades, topsoil quality and depth. Do not start seeding work
until unsatisfactory conditions are corrected. Limit preparation to areas which will be immediately
seeded.
The inigation system shall be installed prior to seeding. Locate, protect and maintain the inigation
system during seeding operations. Repair inigation system components damaged during seeding
operations at the Contractor's expense.
Lawn seed: Loosen topsoil to minimum depth of 4 inches. Spread organic matter over lawn area at
a rate of3 cubic yards per 1000 square feet. This is equal to an overall depth of2 inches. Apply
Type A fertilizer at a rate of 12 pounds per 1000 square feet. Rototil or disk lawn area to a minimum
depth of 6 inches. Remove sticks, roots, clods and stones over I inch in diameter, and other
extraneous matter. Grade lawn area to a smooth, free draining, even surface, and according to the
gradingplan. Lawnareashouldbefirmbutnotpacked. ApplyTypeB fertihzer atarate of7 pounds
per 1000 square feet, and rake into soil surface.
Native seed: Loosen topsoil to minimum depth of 4 inches. Apply Type A fertilizer at arate of 12
pounds per 1000 squarefeet. Rototil of disknative seed areato adepth of 4 inches. Remove
o(raneous matter and clods and stones over 2 inches in diameter. Apply Type C fertilizer at arate
of 27.5 pounds per 1000 square feet and rake into soil surface. Restore fine grade to allow for free
drainage. Leave native seed areas with a medium coarse surface texture.
Wildflower seed: Prepare wildflower seed areas according to'T,{ative Seed" instructions. Irrigate
wildflower seed areas for 3 weeks prior to seeding in order to germinate existing weed seeds in the
soil. Apply herbicide according to manufacturer's instructions. Remove dead material. Regrade as
necessary.
Seeding:
Seed immediately after preparation of bed. Spring seeding between April I and June l, and fall
seeding between August 15 and October 15, or at such other times acceptable to the Landscape
Architect. Seed indicated areas within contract limits and areas adjoining contract limits disturbed
as a result of construction operations. Perform seeding operations when the soil is dry and when
winds do not exceed 5 miles per hour velocity. Apply seed with a rotary or drop type distributor.
Instdt seed evenly by sowing equal quantities in 2 directions, at right angles to each other.
Sow lawn seed and wildflower/native grass seed at the rate indicated on the Plans.
After seeding rake or drag surface of soil lightly to incorporate seed into top l/8" of soil. Roll with
light lawn roller.
Restrict traffic from lawn areas until grass is established. Erect signs and baniers as required.
Hydro-seeding: Use a hydromulcher (sprayer) and apply mixture(s) at the rates indicated on the
drawings. Mix in accordance with manufacturer's recommendations.
Mulching:
Apply wood cellulose fiber mulch to indicted areas within 24 hours after seeding at a rate of 1,500
lbVacre (34 lbs per 1,000 sf).
Place straw mulch on indicated seeded areas within 24 hours after seeding. Place uniformly in a
continuous blanket at the rate of}-ll2 tons per acre, or two (2) fifty (50) pound bales per 1000
square feet. A mechanical blower may be used for straw mulch application when acceptable to the
Landscape Architect.
Crimp straw into soil by mechanical means.
Ifan asphaltic emulsion binder is specified for use, apply at a rate ofnot less than 100 gallons per
acre.
If a liquid tackifier is specified for use, apply uniforrnly at arate of 60 gallons per acre.
Protect buildings, paving, plantings, and all non-seeded areas from asphaltic emulsion and liquid
tackifier over-spray.
Provide straw bale checking in ditches or problem swales at intervals required to adequately slow
water veloci$ and impede soil [oss.
Install erosion control blanket in accordance with manufacturer's recommendations and standard
installation procedures on all slopes 2.5:1 or greater and in flow lines ofswales. Secure blanket at
top, midpoint, and toe of each slope in 6 inch deep by 6 inch wide trenches. Lay blanket in bottom
oftrench and cover with soil to firll depth of trench. Staple in place at intervals recommended by the
manufacturer.
Reconditioning Existing Lawns:
Recondition existing lawn areas as indicated, as well as areas damaged by Contractor's operations,
including storage of materials or equipment, and mov€ment of construction vehicles. Provide
fertilizer, seed, and soil amendments as specified for new lawns, and as required to provide a
satisfactorily reconditioned lawn. Provide topsoil as required to fill low areas and meet new finish
grades. Cultivate bare and compacted areas thoroughly.
Remove diseased or unsatisfactory lawn areas. Do not bury into soil. Remove topsoil containing
foreign materials resulting from Contractor's operations including oil drippings, stone, gravel, and
other construction materials.
Where substantial but thin lawn remains, rake, aerate if compacted, and cultivate soil. Fertilize and
seed.
Water newly seeded areas. Maintain adequate soil moisture until new grass is established.
Maintenance:
ldaintain seeded areas until completion and acceptance ofthe entire project. Maintenance includes
watering, spot weeding, mowing, applications of herbicides, fungicides, insecticides and reseeding
until a full, uniform stand of grass, free of weeds, undesirable grass species, disease and insects is
achieved and accepted by the Landscape Architect.
Lightly water seeded areas 3 or 4 times daily until seed germinates. Reduce frequency and increase
quantlty as grass establishes. Avoid washing and erosion due to watering.
Repau, rework and reseed all areas that have washed out, are eroded, or do not catch until a suitable
cover is established. N4aintain seeded banks, ditches, medians, and fields to the extent ofestablished
areas only.
Acceptance:
Seeded areas will be inspectd at completion of installation and accepted subject to compliance with
specified materials and installation requirements.
The Owner will assume maintenance of seeded area's upon acceptance of entire project.
MEASUREMENT AND PAYMENT
The quantities ofseeding shall not be measred but shall be the quantities designated in the Contract,
except that measurement will be made for revisions requested by the Owner's Representative, or for
discrepancies of plus or minus five percent (5%) of the total quantity designate in the Contract.
These areas will be measured and payed for on a per acre basis. Measurement for acres will be by
slopc distanccs. The mcasurement and payment of sceding slnll include soil preparatioq fertilizer,
seed, and water, complete and accepted. Adjusting or readjusting ding, fertilizing or watering
equipmcnt will not be measured or paid for separately but will be included in the Work.
ENDOF SECTION
(o " Erhrb,t Au o
T!4r PAR! oF TnE NoRrH l oF sEcTroNwEsT oF THE 6IH P.RIxciPiL-Md;;ilN,I9ITI oF rNrERsrArE HiCrnilI"^n-ol- zoDESCRTBED AS FOLIOT{S3
8, _ToI{NSfirP 5 souTH, RANGE 80E}gl.E_qoulrTy, coroRAoo, riilscAND BETNG UORE' PARTICUIARii
BEGTNNTNG AT
'HE.-IORTH
EAST CORNER O.F SArD SE*TTON 8, TTIENCE AIONGrHE NoRrrrERry r.r{E oF seii'si"di_ox s, 6b-urnl;ii"**s 46 r.rr'urEs22 sEcoNDs r{Esr^A orsrellci 6r-1soo.oo-iinii -irrii""
DE'ARTTNG rn'NoRTHERLy r,rnn or _iaro- s'i6rion -e,
_souur-o6. pii.ifss 23 MrNrrrEs 03sEcoNDs r{Esr A o-r_srellcl oiiii.el raET rb a po-rlir*oN rHE N.RTHERL'RrcHr oF wAy ury_ gr *riiniiiri n5ryai-no.-liii THEN.E ArrNc rHEil85ti8*I"lrc'r oF weiii*i-oi'i*"*"rons-Hrc'wlv No. 70 FoLrpwrNG
1) sourll 75 ?Etlg-Es_ 28 urNUTEs 1s sEcoNDs EAsr A DrsrANcE oF180.82 FEET TO A POrNT OF CtTRVATURE,
2) L327 'so .EET lloNc TrrE ARc or-A cuRv' To rrrE LEFT, HAVTNG ARADrus oF 5s8o.oo^_rear, l'iniiria-r,_ elleu-6F ii oiiruss 38 MrNurEs04 sEcoNDs Ar{D A. clrgrg'yuricn-'iirifrs 3onrtr e! ii6;is 36 ur'urEs 34sEcor{Ds EAsr 1324.20-Fsii;;irffis ro e-poiirr-a;-rrrE EA'TERL' LrrEOF SAfD SECIION 8; nTnENCE DEPARTTNG-!1r9 RrcHT OF WAy_LrNE OF TNTERSTATE HrcrmAy No.70 NoRrH oo DE.REEs zl-uiiiiirii 6i_srcolroi-sdi-i;xc rnE EA'TERL'LrNE oF sArD sEerron i,-il'iiiiallca gq_sii.io-iriilro rHE porNr oFBEGTNNTNc, coNrrrNrxc-iolaf;;&i;" lroRE oR r,Ess.
THE ABOVE DESCRIP!:-r9ry IS BASED ON T-{E_ TOJ{N OF VArL N{NEXATTON PIATSFoR rHE pRopERry oescniirD'Al6;; uor sAs'J-o*a-irln suRv'y. rHEBAsrs oF BEARTNG-1-91 rrf ;6vE-p,ArgEL il rd'll6irnenlv LrNE oFs'cn'o' 8 BErNG -:-olg-rE ffi;#Ed.-_o-. urour", 22 sEcoNDs r{Esr Assnowu oN sArD ervnnxarioll -pil-rJl-"1NoRTH
ANHoLTZ)
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Geologlc Hazard Revlew
l'lay 6, L996
(Date)
See Exhibit I'A"
(Legal Descrlptlon)
Pw/llaintenance Facillty Addition
The undersigned has/have read the Hazard Report, daled
LprII 26
R.J. Irish _, 19S, prepared by
Consultlns Engineerlng Gng Engineerlng Geologiat' Inc.
lAile understand from the conclusions that the proposed building is located in a
Modera le hazard zone, and there is he potential hazard of Debiis -Iow/Rockfall
reaching the proposed house, causing damage. We are prepared to accept these facts and
request own Department grant us a p€rmit.
(Name,(Name, O,rrner)
STATEOFCOLORADO )
) ss.
COUNTYOF raele )
The foregoing instrument was acknowledged before me this 6th 6sy efMav , 19 :9 Uy Larst, E. g-afer , known lo me to be the person
whose name is subscribed to th-e foregoing instrument and acknowledged lo me lhat he
executed lhe same for the purposes and consideration therein expressed.
h4y commission expires:
No-veltrber l6 ' 1998
Orrr1n L' &u^{lJ-
STATE OF COLORADO )
) ss.
COUNTY OP Eaele )
The foregoing instrument was acknowledged before me this _ day of
19_, by known to me to be the
person whose name is subscribed to the foregoing instrument and acknowledged to me that
hs executed lhe same for lhe purposes and consideralion therein expressed.
My commission expires:
cllur|l3lhlzlrd
,)" blh,b,t Au
LEGAL DESiRTPTTON
THAT PART or TqE-rqRTII i or sEcrroN 8, TowNsHrp s sour', RANGE 80wEsr oF rre er'_ perNEipir,-iriiiirul, nacr,u"iioiiiiiy, cor,ouDo, LyrNGilgSIHr"T" t^y?f":r:ffi -iialo'*'i,6. zo AND sEiN; !,,oRE panrr.ur,anr.i
BEGTNNING AT THI.-IORTH EAST CORNE-R- OF SATD SECTTON 8, THENCE AIDNGrHE NoRrnenay t.r{E oF saip s-ni'ii_oll e, 6-ourn1;ii"nss" 4G MrNurEs27 sEcoNDs r{Esr^A or-srellil -o}- rioo_oo -r-id,ii -ilril,lcn
DEpARrrNc rHEN.RTHERL' r,rNs oF _c_AiD iicqion-!, _gguri-oo'oilliius 23 urNurEs 03sEcoNDs r{Esr A or_sralrce oiii;.el-ryar ro a p-&iiiloN rHE N.RTHERLYRIGHT oF wAY tr{E-gT rllrinJiiri'nr_"rnou uo. 70, THEN.E Ar.,,oNG rHEil35rE3f*"5r5T""t or wav ii*i-6'r'inrnnsrara-n-reiniay No. 70 FoLr,wrNG
1) SOUTH 75 DEGREES 28 UTNUTES- 18 SECONDS EAST A DTSTANCE OF180.82 FEEI ro a porlrr oi i.tilriaftne,
2'l 7327 '9o FEET ltoNc THE ARc oF-A crrRVE To rHE r,EFT, HA'TNG ARADrus oF ssso.oo__re_ni, a'iniiiar,^ arcr-,e 6F ii o'rilnrrs 38 r.rrNurEs04 sEcoNDs Al{D A.c'oRD'wri*r biils_1pnrn l! i,iciies 3G urNUrEs 34sEcoNDs EAsr r324.zo rnsr Dfiffrftr ro a-ioiirf6i'inr EA'TERLy LrNEOF SAID SECTToN 8;
ATTIENCE DEPARTTNG-SETD RIGHT OF I{AY-!I{E OT INTERSTATE HIGIIIIAY NO.70 NoRrH oo DE.REEs zr-lriiiiirii 6i_sngoyns-aAi,i-il;Nc rHE EA'TERL'LrNE oF sArD sEcrroN i,-r-'iiiialnis or siz.ro-irir-ro rHE por'r oFBEGTNNTNc, coNrArNrrc-io.c66-aEiiis !!oRE oR r.Ess.
TIIE ABOVE DESCRIPTT9I IS BASED ON .T-T9 T9WN OF VATL ANNEXATION PIATSFOR TI'E PROPERTY.OgSCNiiTO'Affi ;; IqLNISEJbT A'irlM SURVEY. THEBAsrs oF BEARTNc^r-on rxr fi6vE- le1qe!-ir rii' llohrnERly LrNE oFsEcrroN 8 BErNc -:-og{
-iE ffi;#ri.-a^e _r,rrlrurnJ-zi-lecoNDs r{Esr AssnowN oN sArD arvxexlrrou-pieltl-"(NoRTn ANHoLTZ)
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Project Application
Date 6, t,?b
Proiecl Name:
Project Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
uffi."r4 zon" Ttl b)ot-4
Design Review Board
Date
Motion by:
Seconded by:
DISAPPROVAL
Ss{nry:
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Toan of Va.(
PROJECT NO.l- 755+.ol
PRO'ECT I{AMB
i:lliutFb'*tr%'fi
Vai!, <
ATTENTION
trPickup E Messcngcr
O Shop Drawing Prints
O Shop Drawing Rcproducibles
O Fax pxprcss Canicr
Et Samples
E Product Litcraturc
PLANNING,
DESIGN,
PROCUREMENI
TECHNOLOGY
LETTER OF
TRANSMITTAL
EMail
ENCLOSED ARE THE FOLLOWNG:
{D.,t"[F
!sp."in"",io*
trCtrangc Odcr o
TIIESE ARE TRANSMITIED:
OFor AFprwal
[For Your Usc
ACTIONTAKEN:
Cl No EJacptions Taken
ElAftcr l,oan to Us
{a" n"qu""t"a
Et For Rcvicw and Comment
O Rcviewd
E For Your Rcmrd
o
O Exc'eption6 As Not€d O Rcjcctcd
SWENTEINTH SrRlgT Ptiz,l
I25 SEVENTEINTH STR.EEI, SUITE ITOO
DENWR, COTORADO 60202
10]295.1717 . FAX: JOJ 292,0845
fl nNrztxrrnruaN
REMARKS:
Vail PubtiouUo'rk
PhaszTL
(rub- lnollic.t
COPIES TITLB SHEET NO.DATE
/ a--RB hep-0i:a*'irn *s/ rovisims no-kt 4'n4b
P h a*.tr Des iaw Dz uobpm evt* htsq s .
SiJePl*'-
t/8" Saa.(t froor P-Laus
t /l o" .9r-a.!.c E I e,uaJt'rn s
la.tndscapz 4 lrnaa;h'n'Ptous@ &rnL
N RNL FACILITIESLI CORPORATION
I rNrenpnN
L DESIGN
DESICN.BUILD
WEST
R\LTECHNICAL
SERVICES
If Enclcurcs Arc Not As Listcd, Plcasc Notify Us At Oncc!
Signed
6II WESTSD(ni STRTET, STJITE 3A)
LOg ANCELES, CALIFORNIA 9d)17
213.955.975 . FAX| 213.955.9E&5
NDrylDTAL CORFOR/ITI
METIIERS OF THE RNL
FACIUnES CoRrcR,l||rpi.r
Copy to:
LT-FC 06/10/92
a.vir.C l/1?/9{
DESIGN RSVIEW BOARD APPLICATION ' 1TOWN OF
DATE RECEIVED:
DATE OF DRB MEETING:
*ttltaatli
*rtrrt*t*tl
{l'in. corJoRADoPiiied hPril t7' 111?
T
A.DESCRIPTION:
LEGAI, DESCRIPTION: L'oE
ZONING:
NAI'{E OF
uaiLing
},PPLICANT:
Address:
Bl0cl<
ptrone '41q- Zl58
B.TYPE OF
. Newr' Ad.d
*eilexh
ADDRESS
R$JTEW:
consEruction ($200.00) Minor Alteralion ($20'00)
ition ($50.00) '
-conceptual
neview ($0)
ibif b'" +oc P wuvr'i" tZd v'o;tvotlu!Drtvz' vnit' colo'oAo awslc.
n
I.
SuJcdLvr.sron
Sce- ( exhibit A* frr L-"+l De.wiVh'on;;-;6;;iv i" a"#iil"a bv a sreecs an'l bouads lesal
descripLion, pfeai6-pr."ia-e on a septraLe 6lreeE and' at't'ach
to Lhis apPlicaulon-
E.
F.
G.NAI,TE OF APPIJICN'IT' S REPRESENTASIVE : LAN| 6TAFd/ SUS|CIIANE:t
Ma:,iinE Acdress,
H. l.lAl,IE oF owNER(S):
OqTNER (.5' STGIIArcTBE-Luailing Address:Phone
APPIJI]ATIrJNIwILLilo!EEPRocEssEDr/IrRowo|INER'ss.r@vefl'R.E
Condominlun ABproval 1f applicable'
DRB FEE: DRB fees, aS shown above' are to be-paid at the
Lime of submlt,tai'oi-cfr"-pns ippllcat,ion. l,ater, wtren
ii'irvi"s-toi-a U"irlini-per*itl- please identify- Ehe accuraEe
varuation ot t'he*ii;;;.i;- rrr! iotrir-of vail wltt adjust t'he
fee according to it"-iiui" belovr,-io ettsttt" the correct fee
is Paidl.
FEE $CIIEDIILEi
VALUATION$ o-f 19,999
$ to, oo1 - $ 59, gqq
$ so, oot ' $ 15o, ooo
$tso,oo1 '$ 5oo'ooo
*soo,oo1 '$1,ooo'ooo
; i over $1' 000 ' o0o
nesrcN &Elr:tEl{ BOARD AFPBOVAI' EKPIRES
eiBnoval, oNr,Bsg A BuruDrNe PERti[rr rs
IS STARTED.
FEE
$ 20.00s 50.0o
$r00 .00
$200.00
$400. 00
$s00 - 00
ONE YEAR AFIER FIDiIALI
IsSU8D AIID CONSTRSCI|ION
PR@!
L-IST OT MATERTAIS
NAME OF PRO ECT:
IJEGAIJ DESCRIPTION: LOT- BLOCK
-
SUBDMSION
S?REET ADDRESS,:. t7aq VrttL VALTEY PRM?., VAIL, CoLo(AO?
Tbe f,olLowing information is required for subsrittal c,o tlre Desiqn
Review Board bef,ore a final approval can be qiven:
A.BUIIJDING DIATERIALTS :
Roof
Sidinq
other wa1l MaE.eriaLs
Fascia
soffi Cs
Windows
window Trin
Doors
htldD 5/ai2 /sntNEA)
Ai'qvr.
e41/7/1b
/b/t{?1,) ,t/h?t?//
Door trrirn
Hand or Deqk Rails
F'Lues
Flashingrs
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior lrighting
OLher
,qA''
/vh
/q7-rrz*///Y huFa:=
AAazLrrt ilMdara/ f/6a6
Eult^DtNg /VlouNT€D mWNLI6HTS AT
ENTR^ /4. Dcugs * EXTA,IAR ST,+tp.
//t0P
Itt
B. LATIDSCAPfNG: Name of Designer:
Phone:
LANDgAP.N6 AT STEPP€D PLANTER W FRONT OF tsUILD/N6 TO E€
DESI'T\ED bY PIIBL\C WORES LANDS'APE DSI6N4, A?l4PETAILfu
DESI6N OF RETA.NIN6 WKLLS
b,
I'gasse4-lsa4et
TERIAI'rS:
TREES
PLAIII l4A
PROPOSED
A}TD SHRUBS
Botanical Name OuanEitv Size*
*IndicaLe caliper f,or deciduous trees. Minimqsr caliDer
rndicate height for
conif erous t'rees
trees is 6 feet.**Ind{cate size of proposed shru}s.
5 oa1lon.
TvDe Square Footaqe
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSXON CONTROIJ
D.OTI{ER IJAI.IDSCAPE FEATURES (reEainlng walls' fences' sYry+lq
pools, etc. I pr.l".--tn"9iiv:-ittar6"ce |3isl::-:f -:"":3l3"fgffiil: =;;i*;-iliini-"i-"iiii- *ithin Ehe-rront sel!1c|-ii
Maximum "tiff" elsenhere on tfre property is'6
C. I,'AI,IDSCAPE LIGHTING: If exterior lighting is proposed, please
shovr Etre number of flxf,ures and locations on a seParage
tigLEirrg plan.- iae"ilty each fixture lrom the liShling plan
in rhe spacJ--Uefo*-i"a provide Ehe height above grade, tl'e of
lighE proposed, lunen ouLput, luninous area and a cuE sheet of
tfrE f ight f ixture. (secuion 18 . 54 . 050 't)
6'- o'l
I L-IST OF MATERfAIJS
NAME OF PRO.TECT:
LEGAL DESCRIPTION: LOT- BLOCK
-
SUBDMSION
STREST ADDRESS. /^Oq VAIL VALLEY DRIVE' VfrIL , COLORAOO .
Ttre f,oI).owing
Review Board
A. BUI&DING
informat,lon is required for subnittal Eo t'he Design
before a final approval can be given:
IIATERIA&9:TCPE OF MATERXAT,COITOR
Roof
Sicling
OLher wall MaE.eriaLs
Fascia
Soffi bs
Wi,ndows
window Trim
Doors
Door Trim
Hand or Deck Rails
F'lues
r'lashings
Chj.urreys
Traslr Enclosures
Greenhouses
Retaining WalLs
Ext,erior Lrightinq
0ther
lA elkL cs I tur t (A F To S I P I N6)
wooD /AATC1| SlqNe
oil : sleaL S€cn6ry4 T\MTLH4/€;nN6
/^,+TCilAngf/
NA
lvlATotl atq
GALVANTED htET/rL CIIAR@AL
N6
TCt+
sTlt
tuwn'ensl,
tl tl
NN
N*
11At MK -
R@UReD'rO
TNTIDSCAPING: Name of Designer: -191Phone:
TH€ lp'41,131cpp7'*TtoN N,tD /AAtNTEtyANe "U,*,*us
*e€
SuERotlJ\lD@ Nt77+ PAVTN€ rcR VA]IAI(AR CtRCUtATto^l. No
LAA/D54PIN6 EXISTS AAJACCNT 7D TIE BIJI(DINaS P{VD NONE
13 PI}AIN@ TO b€ AMD. TH€ LAI,ISAPED BERM 7b TT+E SOUTH
WILI. REMAIN.
FRo1,17 : tY,
M*Teft A.tsT.
6LA6S (Ar opruees Aed
B.
PIJAI{I MA
PROPOSED TREES
AI{D SIIRUBS
conifero\rs
GROUND COVERS
J\Jt'
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OI
EROSION CONIROIJ
o
ca4ma!-NeJse OuanE,itv Sizq*I
TERIALTS:
i
NA
*IndicaLe caliper for deciduous
Erees,
trees. Minimun caliPer
Iodicate height for
.Lfees is 6 feeE.**IndlCate size of proposed shrubs'
5 qa1lon..
uinimum size of shrubs is
Square FooEaqegvpe
NA
C. LATiIDSCAPE !fGHTING: If exterior f-ightlng is Brollosed' p1-ease
strohr the ttunuer of fixeures and Locations on a sefarate
iighcing plan;- rdentify each fixture from the Light'ing plan
in che.space--Uefow and irovide the height above grade, tlpe of
].ighE proposed,'.lumen oucpuL, luminous-area and a cuc streeL of
tfr6 fi-ght- fixture- (sect,ion 18.54'050 't)
OTHER IJAI{DSCAPE FEATURES (reEaining walls' fences' swimming
poots, etc.) er"i""-upe.iry--rndi6ace heiglcs of reEainingr
wa1ls. Maximurn ri"isiri-"i "titts within the front setback is
i;.--n"*i*,^ freiShi-ot wa1ls elsewhere on the properEv is'6'.
D.
o
Design Review Board Application
Town of Vail Departnent of Public WorkVTransportation
Administation and Maintenance Complex Expansion and Remodel
Exhibit A
LEGAT DESCRIPTTON
THAT PART OT THE NORTH } OF SESfION,S, TOWNSHIP 5 SOUIH, RANGE 80
T{EST OF THE 6TH PRINCTPAL MERTDIAN, EAGLE COT'NTY, COrcRADO, LYING
NORTH OF INTERSTATE HIGIIWAY NO. 70 AND BETNG }tORE PARTICUI,ARLY
DESCRIBED AS FOLISWS:
BEGINNING AT THE NORTH EAST CORNER OF SAID SECTTON 8; TTIENCE AIPNG
IHE NORTHERLY LINE OF SAID SECTION 8, SOUTH 89 DEGRXES 45 MTNUTES27 SECONDS WEST A DISTANCE OF 15OO.OO FEET' THENCE DEPARTING THE
NORTHERLY LINE OF SArD SECTION 8, SOUTH OO DEGREES 23 UINUTES 03
SECONDS WEST A DTSTANCE OF 529.86 FEET TO A POTNT ON TIIE NORTHERLY
RIGHT OF WAY LINE OT INTERSTATE HIGHWAY NO. 70' THENCE AI.oNG THE
NORTHERLY RTGHT OF WAY LTNE OT INTERSTATE HTGITWAY NO. 70 FOLIOWTNG
TWO COURSES:
1) SOUTTI 75 DEGREES 28 !.IrNUTES 18 SECONDS EAST A DTSTANCE OF180.82 FEET TO A POINT OF SURVATUREi
2) L327.90 FEET AI6NG THE ARC OF A CITRVE TO THE LEFT, HAVING A
RADIUS OF 5580.00 FEET, A CENTRAT, N{GLE OF 13 DEGREES 38 I.iINUTES04 SECONDS AND A CHORD WHICH BEARS NORTH 89 DEGRXES 36 I.TINUTES 34
SECONDS EAST 1324.70 FEET DISTANCE TO A POINT ON TI{E EASTERLY LINE
OF SATD SECTION 8'
THENCE DEPARTING SAID RIGHT OF WAY LINE OF INTERSTATE HTGHWAY NO.70 NORTH OO DEGR.EES 23 MINUTES 03 SECONDS EAST AI'NG TIIE EASTERLYLINE OF SAID SECTTON 8, A DISTANCE OF 572.LO FEET TO THE POINT OF
BEGINNING, CONTAINTNG 20.480 ACRES I'IORE OR LESS.
THE ABOVE DESCRIPTION IS BASED ON THE TOWN OF VAIL ANNEXATION PIATS
FOR THE PROPERTY DESCRTBED A}ID IS NOT BASED ON A FIELD SI'RVEY. THE
BASIS OF BEARING FOR THE ABOVE PARCEL IS THE NORTIIERLY LINE OF
SECTION 8 BEING SOUTH 89 DEGRXES 46 MINUTES 27 SECONDS WEST AS
sHowN oN sArD ANNEXATION PIATS. (NORTH ANHOLTZ)
Desip Review Board Application
Town of Vail Department of Public Works/Transportation
Administration and Maintenance Complex Expansion and Renovation
Exhibit B
Per atelephone conversation with Andy Ifuudtsen on June 5, 1995, the fee requested with
the application is not required because the applicant, the Town of Vail Public Works
Deparbnent is a town entity.
Design Review Board Application
Toram of Vail Departrnent of Public Works/Transportation
Administation and Maintenance Complex Expansion and Remodel
Exhibit C
Comments and Questions peraining to specific sections of this DRB Application.
Section III - Important Notice
Item A: Please advise if and when the DRB will visit the Public Works site to review
the project so appropriate taping and staking can be completed.
Item E: The Public WorkVTransportation Complex is looated in a rockfall and debris
flow hazard area. Deflecting berms and swales were part of the original site
design and construction :ur.1979. A previous proposal for expansion ofthe
Administation Building required realignment of the debris flow ditch on the
east side of the site. If this mitigation is required for the Administration
Building expansion currently proposed, the realignment will be incorporated
into the site design. A Hazard Analysis for the Master PIan Site Expansion was
completed in December 1994 and, is available if required. The analysis focuses
on topography changes associated with a retaining wall not included in this
project.
Section VI - Additions
Item A: As-Built drawings of the Administation and Transpodationfvlaintenance
Buildings are attached. Interior alterations have been made to the
Administration Building since its construction, but the exterior appears to be
per the original drawings. A large addition has been constructed on the east end
of the Transportation Building, extending it approximately 125 feet. Interior
modifications have also occurred, relocating the wash facility, etc. The existing
addition matches the original construction in profile, materials and colors.
Item B: Three sets of floor plans are provided. The Administation Building Addition
Plan is at ll4" = l'-0 scale. Due to its size and relative simplicity, the
Maintenance/Transportation Building Addition Plan is at L/16" = l'-0 scale.
Two areas are enlarged on separate drawings to 1/8" : 1'-0 to show detail. See
"Exhibit E" for a complete drawing list.
Item C: A site plan of the entire complex is provided at 1' = 50'-0. Roof spot elevations
are show for the Maintenance/Transportation Building (existing and proposed).
An enlarged plan of the east end of the site provides information on the
Administration Building.
Design Review Board Application
Town of Vail Department of Public Works/Transportation
Administation and Maintenance Complex Expansion and Remodel
Item D: Representative elevations are provided for all the building additions.
Item E: One set ofphotographs ofthe existing structures is provided.
Item F: The materials lists for both additions are attached. Materials and colors are
planned to match and/or blend with the existing structures. One set of
representative color samples is provided. Actual manufacturer samples will be
available after specific products are selected.
Landscaping around the Administation Building will be developed by the
Town of Vail Public Works Department. The design will incorporate
comments made during review of the previously proposed addition regarding
additional trees. There is no planned landscaping associated with the
Maintenance/Transportation Building.
Additional site lighting is anticipated to improve safety of bus drivers and
employees working late night and early moming shifts. Exterior lights will also
be provided at building pedesfrian entances. Light fixhre selection will
comply with the Town of Vail Lighting Ordinance requirements to limit
undesirable spill of light.
Design Review Board Application
Town ofVail Department of Public Worksffransportation
Administration and Maintenance Complex Expansion and Remodel
Exhibit I)
Project Description
The proposed project involves expansion and upgrade offacilities at the existing Town of
Vail Public WorkVTransportation Administration and Maintenance Complex located at
1309 Vail Valley Drive. The project site is currently used to support the operations of the
various Public Works Departrnents as they provide services to the Town of Vail.
Operations include Administation, Transpodation, Streets & Roads, Fleet Maintenance,
Facility Maintenance, Parks & Landscape, Electrical, Carpentry, and Signage Shops. The
proposed project maintains the current use ofthe site, expanding the facilities for
Administration, Transportation, Fleet Maintenance and Sheets & Roads.
The proposed project follows the guidelines and drawings in the Public Vy'orks Master
Plan adopted by the Town Council in 1994. The purpose of the study was to determine
and plan for the future needs of the department for the next 10-20 years. Expansion of
the Administation Building is required to consolidate the engineering divisions and
improve efficiency and service to the town and public. Expansion of the Transportation
and Maintenance Buildings is required to accommodate new 40 foot long buses being
purchased for delivery in early 1996.
The project is planned in two phases. Phase I improves Administation and one vehicle
repair bay in Fleet Maintenance. Phase II improves Transpodation, Fleet Maintenance,
the welding bay in Streets & Roads and fueling for all vehicles. A detailed description of
each phase follows. The proposed project maintains the existing landscaped berm
5s1s6ning the view in from the south. The site plan development also maintains the right-
of-way to the adjacent property to the west. The low, horizontal profile of the existing
buildings is matched in the new building areas, with proposed roof lines at or below the
existing roofpeaks.
Phase I: Adminishation Building Addition and Remodel including offices, support axe4
improved entry and parking. Gross building addition area is approximately
2,000 SF. Remodel area is approximately 2,300 SF. Phase I also includes new
electrical service to the Fleet Maintenance Building and upgrade of one vehicle
maintenance bay to accommodate repair of the new buses (new vehicle lift).
Phase II: Fleet Maintenance and Bus Bam addition including vehicle parking are4
vehicle wash and fueling facilities, driver's lounge and lockers, vehicle body
shop and chassis wash bays, and welding shop with vehicle repair bay. Gross
building addition area is approximately 13,700 SF. Remodel ofthe existing
Bus Barn includes improved lighting.
Design Review Board Application
Town of Vail Deparfrrent of Public Works/Transportation
Administation and Maintenance Complex Expansion and Remodel
Drawing Title
/1. Public Works Complex Site Plan
\/7. MaintenanceiBus Barn Addition Floor Plan (Enlarged)
,/9. Driver's Area & Fuel/Wash Addition Floor Plan
\/9. FleetMaintenance/BusBamAdditionElevations
Scale
1": 50'-0
1/8" = 1'-0
1/8" = 1'-0
l/16": l'-0
to. ^y:^^*""p4lrv\a*tat "tns
(+du.4s.) t,' =4o,-)
Design Review Board Application
Town of Vail Departrnent of Public Works/Transportation
Adminishation and Maintenance Complex Expansion and Renovation
Color Samples
Administration Building
Wood Siding - Stained
(Match Existing)
2M56D Hoedo,vn
Administration Building
Concrete Retaining Wall
at South Elevation
Administration Building
Metal Roof at South
Maint/Transportation B uilding
Wood Siding - Stained
(Match Existing)
Administration Building
Maint/Transportation Building
Metal Trim (Match Existing)
{pil29,1996
Mike.
I don't know if Andy or Russ filled you in on Wednesday's meeting (4124). ltwas concluded and
Tom Moorehead confirmed that since the Maintenance Facility remodeVaddition was not
increasing the geologic risks, we could defer any mitigation until we actually s.tart excavating into
the nodh hillside. At that time the risk factor changes significantly. I was to provide you with a
letter frmr Art Mears or R.J. Irish stating that our risk level remains the same. Enclosed is a copy
foryour files. Russ is working on the land swap with the Forest Service in order to acquire thc
additional property we need for future mitigation. I would try to acquire 90 ft. north of our
property line east and west of our adminisfiation building (from the snow dump to the tunncl
entrance). Kris Hedberg from RNL has a geologist working on giving us an assessment on the
employee housing site and should have some info within the next few weeks.
Andy gavc us permission to go ahead and apply for a demo and grading permit prior to our May
lsth DRB meeting. Craig from Viele will bc in to apply within the next few days. After DRB,
we will make application for the building pcrmit. Coutd vou se"a ouer tn
needs to sigr qcceptins the geologic risk out hgre? Thanks and call me if you have any questions.
cc: Russ Forest \_ D"nr< 5 , I .? e
7101 West Yale
Avenue, No 601
Denver Colorado 80227
303-986,6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
April 26, '1996
TOWNOFVAIL
PUBLIC WORKS DEPARTMENT
1309 Vail Valley Drive
Vail, CO 81657
Attn.: Susan Hervert
General Services Administrator
Re: Engr. Geologic Hazard Study, Department of Public Works Maintenance Facility Addition,
Vail, Colorado.
Job No. 397
Gentlemen:
We understand that the Department of Public Works of the Town of Vail proposes to enlarge
its maintenance facility, which has been constructed on a level pad excavated into the toe of the
northern hillside of the Gore Creek Valley about a mile east of and across the Gore River from
the downtown area. As requested by Susan Hervert, General Services Administrator, we have
completed a preliminary geologic study of the site and vicinity in order to delineate and evaluate
the risk of geologic hazards that potentially could influence the design and operation of the
enlarged facility.
During the course of our work we have researched published reports and maps pertaining
to the Vail area in general and the project site in particular, geomorphically studied the U. S.
Geological Survey topographic map (Vail East Quadrangle) of the site and vicinity, and have
discussed the Public works Department's building plans with Mrs. Hervert. On the date of our
site visit (April ?2, 1996), however, snow prevented a geologic site reconnaissance, thus we
have relied on our geologic experience, developed during the past 30 years, in the area.
SITE GEOLOGY
The project site is a level pad, at about El. 8280 feet, excavated into the topographic toe of
the northern slope of the Gore Creek Valley at the mouth of an unnamed ravine that extends about
one-half mile up the mountainside. That ravine heads at about El. 9,800 feet. The existing
maintenance facility lies, and its planned addition ultimately will lie on the western part of the
Consullant to Desrgners, Conlraclors, Planners
R. J. lrish
Consulting Engineering
Geologist, Inc.
debris fan' The mountainside directly up slope from the project site is quite steep, on the orderof 2:1 (horizontal to vertical).
Sedimentary rock strata of the Pennqylvannian-age (about 280 to 320 million years ago)
Minturn Formation constitute bedrock beneath the floor and northern slope of the valley. The
Minturn strata include mainly sandstones, siltstones, shales and conglomeratic sandstones, but a
few prominent limestone beds, as well. These strata appear to strike generally northward and
to dip westward about 5 to l0 degrees, although the dip is steeper for the beds where they are
adjacent to the north-trending Spraddle Creek Fault, which lies only 200 feet or so west of the
project area. That dip and strike geometry promotes slope stability. For the most part the
bedrock strata are blanketed by slopewash, residual and morainal soils, although several ribs of
sandstone and limestone crop out as long, low bluffs on the mountainside up slope from the
project area. Those soils probably range from several inches to several tens of feet thick.
A debris fan has accumulated at the mouth of the unnamed ravine that debouches into the
main valley across the project site. This fan appears to be about 2000 feet wide along its toe
adjacent to Gore Creek, and is about 1000 feet long from its apex at the mouth ofthe ravine to
the creek channel. This fan, probably began to form either late in the lce-Age or shortly
thereafter some 1 0,000 years ago. As the catchment area for the ravine that yielded the debris
flows is small, the flows probably have been small.
The eastern half of the debris fan has spread out across the western corner of the toe of a
large landslide complex, thus serves to buftress that section of the complex. The western
boundary of the complex appears to coincide with the unnamed ravine, thus lies only a few feet
east of the maintenance facility. The toe of this landslide complex appears to extend from the
unnamed ravine eastward about a mile; the apex of the complex appears to lie at El. 9 600 feet,
hence the complex is about 3500 feet long.
GEOLOGIC HAZARDS EVALUATION
Two geologic hazards need to be considered during the planning and design of the propced
Maintenance Facility Addition. These include potential landslide reactivation and repetitive
debris florrrrs from the unnamed ravine.
The risk of the occunence of debris flows appears to be high, but the risk of a flow large
enough to constitute a material threat to the securigr of the existing building and its planned
addition are assessed to be lol, in paft because the catchment area is small, hence flow volumes
are likely to be relatively small. Moreover, the planned building addition will lie fully 75 feet
R. J. lrish
Consulting Engineering
Geologist, Inc.
from the base of the back slope of the excavation, and that distance provides a substantial space
buffer. A debris flow would need to be much larger than those we expect to be able to flow
across that buffer space in sufficient volume and with sufficient residual energy to damage the
maintenance facility.
The Department, however, would be prudent, we conclude, toconstruct a trench and berm
up slope from the project area to capture and divert both water flows and debris flows
debouching frorn the unnamed ravine. We believe that those flows are likely to be more
nuisance than problem, but we cannot deny the possibility of a larger event. Additionally, the
trench and berm would tend to capture any boulders that might be detached up slope. The rock
fall risk, we conclude is low, but not negligible.
The landslide complex, we understand, has been intermittently active during the past 30
years or so, although the movement has been more of creep proportions than of large scale
events. Certainly the debris fan has tended to stabilize the section of the landslide complex
closest to the planned maintenance facility, and that will not be changed by construction of the
planned building addition. Consequently, we assess the risk of landslide impingement on the
maintenance facility or the planned addition to be low. In any event, short of Brobdignagian
rehabilitation measures to stabilize the landslide, the landslide risk cannot be reduced, let alone
eliminated.
So long as the natural ground stability across the building pad or the back slope of that
excavation is not significantly disturbed by large cuts or fills, or by impoundments of natural
drainage--and these are not planned, we understand, as a part of the construction of the building
addition--the planned construction activity should not effect site geologic conditions on this or
the neighboring property, and could not generate any new geologic hazards or reactivate any
existing hazards. As a result, that construction activity, in our opinion, will not increase the
geology-related hazards to other properties or structures, or to public buildings, roads,
streets, rights-of-way, easements, utilities, or facilities.
I have appreciated this opportunity to work with you on the maintenance facility addition
project. lfyou have any questions, please call.
Consulting Engineering Geologist
Pfintedl by Mike Mollica 2/21./
Frdn; Andlt xnr.rdts€ra1[os Mike Mol].l.ca
suJcj ects: rtrb].l-c vtorks rhoI'E
===No!fE======!=====:===2 / 2L /9 6,=12 : 5Sprn==
I.':aI ..-.gusic ]-eft' a wol-cc mal]. marsaEe
ior me and gaLd, cbat Pw wou].d' 1lke to
rc-acel.rrata t'la€lr requeEe for the
€xpalrs ion to the Pt{ s}rops - -lFll€re -aredetai1ed memos ort tslte tsop of Ebe ll-1€
racrardl-nct ica 3ca'tus - Ic ma.ft ne€d toqo-back €o Ptc if, the debrl.s f].ow berm
fruee lre revl-sed. Ats a ml.nlmun, lt
ne6d3 tso q|o to DRB.
Page: 1
Printed by Andy Knudtsen tt/o 8:3Oam
Fromr Andl. KrrudtssenTo: Suaie Her\zertsubject: Debris faow mitigfation
CC: Susan Conne1]-y
I gfot your phone call about tstre Forestsserwice's positsion on tsh.e tlse of tbier
l- a.nd f or tstte debr1s f l-ovr ml-t1gatl-on.As I understand tstre aitsuaCion, theltqri].]. no€ sign a.n agfreements tso a1].ow tsheregrading. I hotr)e che alternatsivea.pproacl. ee r^ti I l- \^tork. Ac thls Eime, Iw111 cake tshe l.tem off ttre FEc ag'enda.
P]-ease l-et me krrow if you need anf. he].p
from ua on tb.e altsernatlves. rf you
wou1d, keetr) me tr)ostsed a.s !o wtrac tslre
].ike].l' so]-uEl-on wi]-]. be so tbat I cang'ets f,rorr scheduled for Ptc, if its l.sneeded.
ll'Lre meeEing' sctredu].ed wl-th R and L for
Monday, Novembe r 13, at 11:OO ie
cancel-]-ed, rig'lac?
Page: 1
lttttrlt:::: RNt- DESIGN
MEMORAI{DTJM S::':1T$:-
UREAN PLANNINC
To: AndyKnudtsen
Community Development Department
Town of Vail. Colorado
From: Kris Hedberg
RNL Design
Date: October30. 1995
Re: Town of Vail Department of Public Works
Debris Flow Mitigation Resubmittal to PEC
Per your recommendation, one of the conditions of the PEC approval for the Public Works
Expansion project was an updated analysis by Art Mears verifing the proposed debris flow
mitigation design is sufficiont. Any significant changes rcquired a retum to the PEC for re-
review.
Subsequent to the PEC approval, RNL Design sent the proposed design to Art for his review
(Attached are the letter to Art and a memo documenting our follow-up telephone conversation).
The proposed design meets two of the conditions of Art's May 16, 1995 letter, but does not fully
comply with the requirements. The juncture between the two berms splitting debris flow east
and west of a proposed future storage building need to meet at no more than a 60 degree angle,
and meet at the highest point of the ditches. Neither I nor Carter & Burgess fully understood the
implication of these requirements until I discussed the design with Art via telephone in
September.
Based on our current understanding, RNL Design, Carter & Burgess, and Greg Hall, the Town
Engineer, have arrived at a revised design for the debris flow mitigation associated with Phase II
ofthe current expansion project (Drawing at l" = 50" included). Art Mears approved in concept
a plan which extended the regrading 80 feet onto Forest Service property. The current proposal
utilizes much ofthe existing berm and ditch, and extends only 40 feet onto the adjacent Forest
Service land. We considered moving the entire ditch further south, but the existing slope behind
the bus barn is too steep to safety regrade into the required berms and ditches.
While the proposed design does disturb more area than was previously approved by the PEC,
once vegetation is reestablished, the e:rtended berm will be no more visible from across the
valley than the existing berm and ditch system. Revegetation will be accomplished with native
plant material similar to those existing on the hillside; native grasses, sage, serviceberry and
relocation of aspen trees impacted by the regrading. On my trip to Vail last week, I drove
through the residential neighborhood along the golf course. Unless one knows what to look for,
the existing berm is invisible from these areas.
A l'l{ ( )l llSSl()Nr\l (1)1il\)RAll()N
SliVl:N I lrl,N lll! | ltl:|. I l'l .\:/A
sull l l;1)1r
12255|:VliNl liliN | | | Sl l(|lll
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]trl les t7l7
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documentation to completayourlgview of the revised debris flow mitigation.f.ffi,tffit
es offthe trees f- rm n"io,".
attachm€,trts
The Toum of Vail does not currently have sigr-offfronr the Forest Service to utilize their land
for extending the deb,ris flow mitigation. We will explorc this prior to the PEC meeting on
November 13, 1995. Wc understand there is a negotiation ongoing betwecn the Tovm of Vail
and the Forest Service which may influence the proj€ct.
Please review the attached plan and let me know if you need any additional informatip$ o-r
_
Larry Grafel / Susie Hervert
Art Mears
Morter Arohitects
7554\AK51030
ttlrllll
September 19, 1995
Arthur Mears, P.E.
Natural Hazards Consultants
222 East Gothic Avenue
Gunnison, Colorado 81230
Sincerely,
Town of Vail Public Works Facility
Rockfall and Debris Flow Hazard Mitigation
!::: RNL DESIGN
ARCHITECTURE.
INTERIOR DESICN,
URSAN PLANNINC
Re:
Dear Art:
Per our telephone conversation, I am sending copies of the proposed site regrading associated with the expansion of
the Town of Vail public Works Facilities. The regrading on the east side of the site diverts flow away from the
Administration Building and its proposed addition. Future housing proposed to the east (shown on theplan in red)
also needs to be protected. The channel and berm behind the bus bam diverts flow to the open materials storage
area between future storage buildings shown on the site master plan'
The debris flow channels and berms have been designed in accordance with yow analysis dated May 16, I 995 '
Andy Knudtsen, the staff planner, has requested an updated analysis verirying the design's sufliciency, as well as
som; additional items. For ctarity, all items needing to be addressed (per my understanding) are outlined below:
l. Verifo thar the configurarion, location, depth etc. of the ditches meets the debris flow hazard mitigation
requirements.
2. Does the mitigation as proposed protect the futrrre employee housing site to the east or will this need
additional mitigation? lfuaaitionut berming/channeling is needed, what are the requirements in this
area?
3. If there is a debris flow, where will the debris flow stop, how much of the Public Works site will be
covered, and is there any need for containment?
4. in addition to the debris flow hazard, we understand there may be risk ofrockfall. ls this significant
enough to need mitigation? If needed, what are the requirements for rockfall mitigation?
5. Verif, that the proposed hazard mitigation complies with all Town of Vail standards.
The Town of Vail Planning and Environmental Commission has made response to the above listed itemi a
prerequisite to issuance of a buitding permit for the Administration Building expansion. We are submitting the
pactcag. for permit review on Fridaf, Septemb er 22nd, and expect a three week turnaround' I appreciaJe if you can
-
work this into your schedule within'ihat iime frame. Please contact me if you have any questions, or need additional
information to complete the analysis.
I expect the Town of Vait will pay for rhe work described herein. I will discuss that with Susie Hervert on Friday'
Please call and give me an estimaied fee for the woik so I can pass it on to Susie. Thank you for your assistance'
Pu s lktWr7
Kristen Hedberg, AIA
Project Manager
attachments
7554\am50919
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FILE NO.
:-II.-: RNL FACILITIES
l:1:::: CORPORAIION
PLANNtNG.
DESICN,
TROCIJ REM ENT,
TECI{NOLOCY
REPORT OF
CONTACT
I_] RNL FACILITIESL_I CORPORATION
flrNrEnprnN
lll nNr- DESTGN
r_..I DESICN'BUILDI IWEST
I-I FNLTECHNICALI ISER\'ICES
STVENTIENTH STREET PLAzA
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DEiWER. COtOi^fiO 60201
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MEMBERS Of THE RNL
FAC|LMES CORPORA,TON
coPtEs To rcfc4/ol /8t
Printed by Analy Knudtsen 70 lr 11:08an
From: Andlr KnudesenTo: susie HervertsSubject: Publ-ic Works buil-ding permits
crag Ha].]. , Larry crafe1 , DanSCa.nek. Mike Mol].ica, Russel1F'orrest', Sugan Conne1].y
I g'oe fzour p}one mai]- messa.g|e Ch.ismorningr and tstle pla.n sounds gfood. As Iunderstsand j"tr, you wil]. be waicing,untsi1 next spring tso do any \^rork, wlL].
be doinq bot}. Ptlase I arrd Ptraae II atthe same tsime, wi].]. ret,urn t.o Ehe PECin ea.r]-lr 19 9 6 witsh a p]-an f or tshehazard mitrigation, and malr be modj-fyinqfthe p1an depending on the budgets andcorrstsruction estsimales - Beforeretsurninq t.o ttre PEC for appro\raI ofthe ctrarrge to tstre hazard ml.tigatl-on, weshou]-d sit down and disc\rss and bes!
al- terrrati\re - - are tlrer€ any othersbesides ts}. e option of using Forestsservj.ce land and building a berm?
Ka.p l-tr m1nd chat Plr..se II doeg rroctrrv€ DRB aE proval - rrTunediate1fr af tergoing Eo Etre PEc for approva]. of tbetrazard mitsj-gatsion, p].an on sctredu1 ingftlr.e item f or a DFIB trearinq f or f ina].approva]. of Phase II.
I wil]- puE Etrl.s E-Mail inEo the fl.].e so
t}. ats we can pick up next spring wh.erewe l. a.\re 1ef t of f - I f ltrere are anltj-mporcants decai1s tso add, wouLd lrorr
tr)]-ea.se send me a. ].etstse! putEing' a].]- ofttris informatsion tsoqetstrer?
As far a.s ttre housing' goes, I would]-l-ke tso ta].k witst! f.ou a]-so about a pl-anof atca.cl<. would yor,r }. a.'\ze tsj-me codiscuss ats early ner<ts r^reek?
Page: 1
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::ii:i nNr- FACILTIIES
:!lif: CoRPoRArtOru
PLANNINC.
DtslcN,
PROCUREMENT,
TECIINOLOCY
REPORT OF
CONTACT
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SEVENTEENTH STRIET PL Z,A
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I
INDTVIDUAL CORI'ORATE
MEMBERS OF THE RNL
FAOLITIES CORPORAI1ON
COPIES TO:
FC-FC{o/O!/91
rltlllal
September 19, 1995
Arthur Mears, P.E.
Natural Hazards Consultants
222 East Gothic Avenue
Gunnison, Colorado 8123 0
::I: RNL DESIGN
ARCHITECTURE,.
INTERIOR DESIGN,
URBAN PLANNINC
Re:Town of Vail Public Works FacilitY
Rockfall and Debris Flow Hazard Mitigation
Dear Art:
Per our telephone conversation, I am sending copies of the proposed site regrading associated with the expansion of
the Town of Vail public Works Facilities. The rigrading on the east side of the site diverts flow away from the
Administration Building and its proposed addition. Future housing proposed to the east (shown on th.e.plan in red)
also needs to be protected. the ctrannel and berm behind the bus barn diverts flow to the open materials storage
area between future storage buildings shown on the site master plan
The debris flow channels and berms have been designed in accordance with your analysis dated May 16, 1995'
Andy Knudtsen, the staffplanner, has requested an updated analysis verifying the design's sufficiency, as well as
some additional items. For clariry, all items needing to be addressed (per my understanding) are outlined below:
I . Verify that the configuration, location, depth etc. of the ditches meets the debris flow hazard mitigation
requirements.
2. Does the mitigation as proposed protect the future employee housing site to the east or will this need
additional mitigation? ituaaitio"ut berming/channeling is needed, what are the requirements in this
atea?
3. If there is a debris flow, where will the debris flow stop, how much of the Public Works site will be
covered, and is there any need for containment?
4. In addition to the debris flow hazard, we understand there may be risk ofrockfall. Is this significant
enough to need mitigation? If needed, what are the requirements for rockfall mitigation?
5. Verify that rhe proposed hazard mitigation complies with all Town of Vail standards'
The Town of Vail planning and Environmental Commission has made response to the above listed items a
prerequisite to issuance of a building permit for the Administration Building expansion. We are submining the
package for permit review on Fridaf, Septemb er 22nd, and expect a three week tumaround. I appreci4te if you can
work this into your schedule within that iime frame. Please contact me if you have any questions, or need add itional
information to complete the analysis.
I expect the Town of Vail will pay for the work described herein. I will discuss that with Susie Hervert on Friday'
please catl and give me an estimaied fee for the work so I can pass it on to Susie. Thank you for your assistance'
Sincerely,
!.u? /ht*e*1
Kristen Hedberg, AIA
Project Manager
attachments
7554\am509 t 9
.\ I'li()l l:51()\,\l ('()Li i ( rli \ ll()\
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"
ARTHUR I. MEARS, P.E.,
l'Ltunlllrrr ttCorult!6.
222ElGod*Avc.
Guip, Coho& E1230
nt-ut-tz%
May 16, 1995
Mr. Greg Hall, P.E.
Vail Town Engineer
75 South Frontage Road
Vail, CO 81657
RE: Supplement to Decembei, 1994 hazard analysis
Dear Mr. Halt
This letter provides a supplement to my rePort dated "Decemb er, L994" il which I suggest mitigation
from rocKall and debris flow at the proposed public works facility. In this previous rePod I described
protecting the mainlenance yard (south of tbe proposed buildings) by diverting debris onto the shed
ioofs (Filure I of the December, 1994 report). I understand, frorn talking with you that the additional
Iive loadln the shed roofs resulting fromdebris deposition (Figure 2 of the report) may require an
expensive structure that, as a result, is undesirable to the Town of Vail. An altemate mitigation is
lhcrefore proposed below.
Debris flows, as indicated on thc attached drawing by arrowg can be diverted into the stofage area
between the two sheds and to the west and east sides of the slreds' This can be accomplished by
excavating a ditch/berm system to direct the flows as shown by the arrows. Required characleristics of
this system are as follows'
a. Ttre vertical difference bet*'een the top of each berm and the bottom of each ditcb (as
viewed in cross section) must be 4.0r ft.
b. The witlth of eacb ditch must be no less than 5 feet'
c. Thc .apex angle' where the two berms inrersect must be no*than 60".
' d. The berms must meel al the apex point.
The proposed design wifl clearly not Prolect the storage area between the two sheds, but I understand
ftom-tatking with you that this it"t"nit an acceptable risk. As noted in my rePort, the probability of a
debris flow at this site is small.
Please contact me if you have any queslions.
Sincerely,
Arthur I. Mears" P.E.
Avalanche-control engineer
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75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
TO:
FROM:
DATE:
SUBJECT:
Deparhnent of Community Development
Andy Knudtsen/Planning
Russell Forrest
August 8, 1995
Public Works Maintenance Facility Remodel
After reviewing the submittal for the Public Works remodel I u'ould strongly recommend the
following:
l) All fueling tanks sbould be above ground with secondary containment large anough to
accommodate the volume of product stored in the tanks. Above gfound tanks are much safer
from an environmental liability standpoint. Above ground tanks must also be protected from
vehicular impact.
2) All containers (Magnesirrm Chloride, Waste Oil ) with hazardous materials or waste must have
secondary containment. For example, the u'aste oil container must have secondary containment to
contain a complete spill of that container and also to accommodate a20 year rain event.
3) Drainage from the Town shop yards run directly into stormwater drains that discharge into
Gore Creek. I would strongly recommen<l that a containment system be created (similar to VA)
that would prevent spills from being released into Gore Creek. VA has installed a pefoler:rn
separation device in their drainage system which significantly reduces the risk of water
contaminated with oil or fuel from escaping the maintenance area.
4) Based on input from G:eg Hall. the interior drainage system goes into the sewer. Upper Eagle
Valley Sanitation District may require a grease trap to intercept as much grease before entering
the sanitary server.
tp*n.nuo"*o
o$ign Review Action rollr
TOWN OF VAIL
Category Number sn" 4 6/er
erqea*ama: T'a.v r/ //a, / Qu f'lt /r-'at /s
Building Name:
owner, Addres s ana enone: Tn" ,, r { // ,t , /
Arctritect/Contast, Address and Phone:
Motion by:</>t t'-
Board / Staff Action
Seconded by:
{ooorou",n Disapproval
! StaffApproval
CondiUons:
1/?/,"'-.. ,l /s"-,
DRB Fee Pre-paid-
o
MOnrnnAncnIECTS
Letter of Transmittal
o A Prof essional Corporation
143 East Meadow Drive
CrcssDads at Vail
Vail, Colorado 8165/
303/476-5105
3c3/476-o71o Fax
oau: /z{,t-? /b //75
ro //,.nd-// p?/4/ZvL^
fu-;*u"/// Pr4Lkfu-'r"/
Tart-n 67 fa-{ '
Proi€cl:
Taun 4 f*"/ V///r*.c luaz/z
Pleas€ fird enclosod lhe lolbwing:
Copieska'Dal€d '2r4d ?t"*""a @t/;cal"""t
4) fuAmZa-'.,q -#'e a(uryB?'//rtc/'un-t/d ./:7f",
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fi J-+ru/nt( tr /*'dr adld h f'tu
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Remed(s:
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fuhh/4/ blfu@ ry /fu,,l.zzarJ4
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By:
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FONTAN
SUPERIOR MECIIANICALS:
Urtrtzsu Bnl.resr/RsPLEcroR
SrsrsM:
. Hinged and removable.as a unit
. ^f
tiitvic.essed for installation
and maintenance. futomatic PrimarY disconnect
Sr.uru 0Prtcs:
o
A
o1
. Hinged.and sealed forremoval
as a unit. Ettilv i...tsed for installation
and maintenance
Reflector sealed against a
one-piece E.P.D.M. gast<et
Excellent Protectlon Irom
dust, debris and motsture
%reatJz4
Tpupnnro Gress Lrls:
. Thermal and.imPact-temPered
for safety and durablllr'v-
. Consistent lighting perl0rmance
Exrnunpn Aruurluu Lrss
Fnaup WItHour WELDS
. Accurately mitered.corners
. l.ni s..ut.d with internal
corner keYs. Ouiit reliase safetY latch
ExrnunEo Aruutluu Houslxc
. Radius die-formed from single
extrusion. Easy Push b-utton latch access
for ouick relamPtng
FLEXIBLE PHOTOMETRICS:
IIDno'nonMso SsMt'sPrcur'AR
RrrlrctoR SYsrru:
. Standard IES Patterns'I' Il,lll'
i;ina FlFor*ard Throrv), II.
rna lff riirt.a for horizontal
Iamps. iieilgnea and ma.nufactured to
meet"or exceed UL and NEC
reouirements. iBEW and UL labeled
OPTIONS:
. Photoelectric control receptacle
. Pole or wall mounted
. io*Ait coat, bakedenamelor
anodic hard coat tlnlsn ln a
wide color range
fIXTURI DATA
TXIURE
LUttltNAlRt SIZE
RE(OMMENDED
STANDARD ARM
DIMINSIONS
IlOUNNNG
HTIGHT
r6
t4ooul "nl 30 'Foue
{oor},.) 3'n'"9v6
11'x21'x6"
T x4" x4'
24" x 31'x 10"
'jlll;lj'j"jil':j;
TONIANA
o
F ONTANA
TO ORDER USE THE FO|.TOWING PRODUCI SEQUENCE:
7. lanp Wattage
(Ser trturc Dalo, Previous Pogel
g. I amp Type
M Mercury Voporl| Metol |.iolide5 High Pressure SodiumI lncondescent
9. PrinarYVoltage
r 20 208240 277
480 VND (voltose.not
delermined)
10. tuninaire Finish
See Poge 36'
11. Pole or Bracket
(ross Reference Luminoire
Size (#2) ond luminoire
Arronqemenl (#4)
wilh fieWind Lood Roling
Toble below to select lhe
gPProPriole^Pole or brockel
from Poge Jo.
1. Series Code
FN
2. Llminaire Size
21
26
JI
3. DiffuserA deor Glos
4. Luminaire
Arrangementl0 Sinqle
28 Two-d 180'
29 Two ot 90"
32 Three of 120"
39 lhree ot 90'
49 Four ol90"
5. Reflector 0PtionsI IES TYPe I2 IES TYPe ll3 IES TYPe lll5 IES Type VF Fordord Throw
Distribulion
2D lESTvPe llFoceled.
3D IES TYbe lll Foceted
6. Lminaire OPtions .P PholoelectricConlrol
receotscle
HS Houie Side (ut-off
Shield
5G PolYcorbonole Stone
Guord
Ft Fuse luminoire
FP Fuse PoleN OPtiont Not Required
SAMPTE ORDER ER
fN 2t A 28 3 N 150 s 277 C SFA07-E CN
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FONTANA
2l I 26 t3l
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SAMPLE SPECIFICATION
The luminaire sidewalls shall be radius dieformed from
a single piece of extrusion of aluminum alloy 6063'T{'
ft'. iloriing shall have a 1'25'outside radius at each
corner. The crowned aluminum sheet canopy shall be
crimoed and sealed to the housing' Finishing on the
housing shall be-. The flat, thermal and impact'
tempered glass lens is set into an extmded aluminum
t.nt t*., ,rdra with an E'P'D'M' gaskel Door frame
assembt.v shall be made of aluminum extrusion and
r.,u"a n'itft extruded internai corner keys' no welds'
poor to l, t'ing.O nith aluminum pins and retained uith
a ouick release safety latch of stainless steel' The door
fra]ne shall be removable. The FN'21 and FN'26 available
vith a choice of IES I, il, il, V or F (Forward Throw)
p.n.tnr, n & lll Faceted. The FN'3i is available in IES
il, ni ttd F Gorwud Throw) distribution' and II and III
n...t.d. Tire reflector is precision hydro'formed
ri*inrt , chemically brightened and anodized to a
,.rirp..ut.t linish. Reflector system.is hinged and
Urcn.A'a the gasketed door fame for easy cleaning or
r*.*L e friseholder inside the fixture is optional'
Iamp socket shall have nickel-plated cunent carrying
pn t *irft hnp gnp. Ballast shall be capable of stafing
tYDe of lamp of
-
watts at
-
voltage
a.* io'm "F. The 200" C',60Gvolt insulating wire
strati te installed between the ballast and the lamp'
iofJ". m*tty *ltage h the ballut is disconnated by
. oilt*.. tupe s*it I when lens door is opened' The
,*a"a t* .t"*bly shall be of recangulu aluminum
eilrsion complete with non'slip tie rod channels serving
., t .otp"trion member with two threaded and zinc'
oiatea stea tie rods and lock nuts in tension between
oJ. .a f*inri". The luminaire shall bear the listing
lt* of Unar*iters Laboratory "Fixtures suiable for
wet locations."
FOOTT\-.OTESi ' FN-ai ut.. "
to*rtd distribution reflector or
;il;;il;;dj"ttable reflector and is not sealed'
Hffi-8?YiYlilSoffi;39,'o*''. Troe IID and IIID and lYPe h
Gorward Throw) reflectors are
hbricated of sPeorlat and brighr
oebbled aluminum lighting sheet
ind are not sealed' - -. iii ""n .na 100 watt Metal Halide
iampiare not available with 480 volts
. }p" t OitoiUution.available onlf in
High Pressure Sootum'
s- _\stt\
q\:so{ist
ffnuoo Alulltlllufrl
ARI'i O055 SKn0il
MECIIANICALFEAruRFS
A, ZincPlotedSteellieRods
B. UnitizedBollostComponents'eosilyremovoble
C Formed Aluminum (onoPY
D. txtrudedAluminumHousing
L Oui& Releose Push-builon totdr
t Extruded E.PD.ftlGosket biliconein 1000W)
G. LompHolder"Gdp-Iile'MogulSotkel
H. Hydieformed Aluminum Reflector'hinged ond removoble
l. Iempered Glos lens
J. PrimoryDisconnecf Push-buflon0perobd hotdnwnl
K Fxtruded Aluminum 0oor Frome
M t)oor Sofety ftlth
LUMNAIRE ilIOIJNTTI{G
Extruded Aluminum Mounling fum
((ros Sxtion Shown Abovel
D00R FRAIIIE & 0ffiCAL ASSEMBLY
ldose up Oo:s Seclion Shovn Above)
D. ExtrudedAluminumSidewoll
F. txtruded [PD.M. Gosket
r|. Hydro'formed Aluminum Refledor
l. 0eorTemPered Glos lens
K ExhudedAluminum Door Frome
L txtruded Aluminum Flonge
MOUNTING OPIIONS
t0 29
Single lwo ol 90't*.l,t,ro' *tt n""ol"o'
'0"11'0"H r.r Jt +'r9
o
s Co
o
mp act Fluorescent8" Lensed Square
7 Recessed squares are avail-
able for two 13W twin, 18W
quad, or 26W guad lamps.
Trims are rugged, rust proof,
diecast aluminum and are
available llush or regressed.
Choice ol four lens lypes
including prismatic Lexanc.
Pdsmatic glass (1) or Lexang (2) lens.
Matte while Wgray steps and pris-
matic glass (1) or tsmpered pris-
matic (8) lens.
Matte white with graysteps and drop
opal glass lens.
Fresnel lens.
Matt6 white wilh gray sleps
DimensionVFeatures
lr05 dm)
Lr
T-
lL_1l%'
{zlt |'|i)
cFl0s02
C.ili|g culorrl: lolr' {, (2621 m.n)
M|timrrn Wirrtr: lo!|' (2El mm)
M|imun Coilhg Thlc*n.$: h' (16 mm)
ScaLr: NTS
mrr.'l!l{ '|'.rlP32 mml
(zlt nm)
{!o5h.n)-l
Encased and potted class 'P" ballasts for long
life and quiet operation (magnelic).
Separate leads lor two circuit applications
(magnetic).
Diecast aluminum trim frames - flush or
regressed.
Shallow (4-1l8") recessed depth.
Slip strap (B-7) bar hangers standard.
UL, CSA listed for damp location and through
wiring.
tr
cFr018f26so
C.iling cdout l0' .q, (25,4 mml
Marlmum wdth: l(r (2521 mml
M.rimur|r C.lI.€ Thhln...: n' (ld twn)
Scrl.: NTS
a
a
a
Ordering Information
cFl0s02s-3
cF1018SQS-3
cF1026SQS-3
cF10s02s-2
cFl018sos-2
cF1026sQS-2
Two l3W Twin
Two 18W Quad
Two 26W Quad
cF10so2s-l
cF1018sos-1
cF1026SOS-1
Stepped Rsgrsssaffrim: Change'S'to'M' . Example: CF1018SO2M-1. (18W & 26W only).
Electronic Ballast: Sutfix housing with'EB'. Erample: CFl018SOEES-1.
Options OrderlnE Code Opllon3 Ord6rlng Code
I Sutlix housing calalog numbar.
Exampl6: CFIo26SOHPFS-l
Nolr: For optlon dlllllr 3.c
p!gc. 5l & 55.
-!ie I
Fadio lnlorfsrence Filtor
Fusing
Em€rgency Pack
Dimming
HPFI
.6fer l0 pags 54
refer lo page g
contact faclory
contacl factory
ffir"
T-Bar Adaplor
Alzalp Relleclors
TPS
TBG.TLG
PKT f,261
.CFB2
(CF10SO2 only)
'Fial<t ln3iallcd
PREscoLrrE 51
M" k-
'SF, slrtlqr
Fa
August 14, 1995
A request for a conditional use permit to allow for an addition and remodel to the
Town of Vail Public Works Administration Building and a remodel to the
Transportation and Fleet Maintenance Buildings located at 1309 Vail Valley Drive/on
an unplatted tract, located north of Vail Village, Eighth Filing.
Applicant: Town of VailPlanner: Andy Knudtsen
BACKGROUND:
The public works site is located in the General Use zone district. In this zone district,
there are no allowed uses and all structures and usei require conditional use approval.
In 1993, the Town hired RNL Architects and Morter Architects to design a master plan for
the public works site. The master plan was reviewed by the PEC and ultimately approved
by the Town Council in 1994. lt was determined at that time that as each phase was
being prepared for implementation, the Public Works Departmentwould present it to the
PEC lor conditional use approval. At this time, the Public Works Departrnent is
requesting Conditional Use approval of Phases I and ll to be constructed in 1995 and
1996.
PROJECT DESCRIPTION:
The Town of Vail Public Works Department is proposing two expansions to existing
buildings located in the Public Works complex. The expansion of the Mministration
Building is'required to consolidate the Engineering Division and imprOve efficiency and
service to the Town staff and the public. Expansion of the Transportation and
Maintenance Buildings is required to accommodate the new 40-foot long buses being
purchased for use during the 95-96 ski season.
This work will be broken into two phases. The first phase will be completed in the late
summer and fall of 1995. The second phase will be completed in 1 996. Phase one
includes an addition and remodel ot the Administration offices. The addition is
approximately 2,000 square feet, Phase I also includes new electrical service to the Fleet
Maintenance Building and the upgrade of one vehicle maintenance bay to accommodate
repair of the new, longer buses.
Phase two includes additions to the Fleet Maintenance and Bus Barn vehicle parking
area, vehicle wash and fueling tacilities, driver's lounge and loc*ers, vehicle body shop
and chassis wash bays, the welding shop, and the vehicle repair bay. The additional floor
area is approximately 13,700 square teet. The existing fueling station and the existing
bus wash will be removed.
TO:
FROM:
DATE:
SUBJECT:
iIEMORANDUM
Planning and Environmental Commission
Department ol Community Development
il.
ilt.
A.
Since the PEC worksession on July 10, 1995, staff has rerdewed the items that were
raised by the PEC. Of all of the issues which were identfied, staff believes that here are
two significant issugf . These include lhFiffiStaff's analysis ol all the issues is provided below.
REVIEW CRITERIA:
Consideration of Fac'tors :
1. The relationship and impact of the use on the development obiectives of the
Town.
The purpose section ot the Conditional Use section of he zoning code, Section
18.60.010, states il|at:
'Because of their unusual or specialcharactedstics, conditional uses
require review and evaluadon so that they may b6 located properly wlth
respect to the purposes of this title and with respect the their eflects on
surrounding properties.'
The purpose section ol the General Use District of the zoning code, Section
1 8.36.01 0, states that:
The General Use District is intended to provide sites for public and quasF'
public uses... and is intended to ensure that pubic buildings and grounds
and certain types ol quasi-public uses permitted in nilFG
to harmonize with surrounding uses, and, in the case of
and other structures, to ensure adequate light, air open spaces
and other amenities appropriate wih the permitted types of uses."
Staff believes lhat the expansions to he Public Works facilities are consistent witt
the goals of these purpose sections of the zoning code. iHtll;;l;Ffitfr
Effect of the use on light and air. distribution of population. transportation
facilities. utilities. schools. parks and recreation lacilities. and other public
facilities.
Staff believes hat the proposed improvements will have positive effects on the
criteria listed above. In particular, the proposal will have a positive affect on the
transportation facilities of the community.
Effect upon traffic. with oarticular reference to congestion. automotive and
pedestrian safety and convenience. traffic flow and contol. access.
maneuverability. and removal ol snow from the streets and parking area.
2.
3.
Guest parking
Statf believes that the aspects of the proposed expansion that relate most closely
to the criteria above involve traflic flow and parking supply on this property. The
consultants for the Town of Vail provided an analysis of the demand for visitor
parking spaces (see Exhibit A, memo from Chris Hedberg, dated August 1, 1995).
Staff belleves that the five new visitor parking spaces are approfiately located
and will edequately provide for the demands of the Administration Building.
One detail that has been successfully addressed is the configuraton of the
entanoe to the handicapped parking space. The plan shows that there will be
greater definition to this access way than the current situation. The plan calls for
landscape areas on either side of the access way which will delineate it from he
rest of the parking area. Stafl believes the improvements to details such as these
will increase the aesthetic quality of the site.
4. Effect upon the character of the area in which the proposed use is to be located.
includinqthe scale and bulk of the proposed use in relation to surrounding uses.
Landscaping
Statf believes that one of the most significant issues regarding this proposal is
screening the site from surrounding uses. Specifically, staft believes that the
berm between the Interstate and the Public Works site should be heavily planted.
This berm has been planted with spruce in the past and at this time Pubic Works
will be augmenting the existing landscaping with the following:
-29 - 6'tall Spruce;
'82-TgallonAspen;
'82 -10 gallon Aspen;
'48 - 5 gallon Serviceberry; and
'23 - 5gallon Sage;
Staff believes that the additional spruce, aspen and shrubs will add variety and
result in a high quality appearance.
In staft's opinion, the landscaping on the berm adjacent to the snorrr dump needs
to be increased. Staff understands that there is no need to screen buildings or
equipment, as there is in the other portions of the site; however, the landscape
transition from the existing berm to the snow dump portion does not work well.
Staff believes that the 29 additional s,guce should be added to the snow dump
portion of the berm lo create a smooth transition.
The amount of landscaping around the Administration Building is excellent, in
staff's opinion. The planter box areas will increase by 260 sq.ft. Once the
proposed plan is implemented, statf believes hat the site will be sufficiently
planted. Other Conditional Use requests in the future should not be required to
add landscaping, as the amount reflected in these drawings is adequate
(assuming the transition along the snow dump can be improved).
Lighting
Staft worked with Jennifer Decker, an architect with Morter Architects, and drove
the neighbofioods around the Public Works site in the evening to identify the
lights that create glare from the Public Works site. A lighting plan-[gs p9g4-,
provided which addresses all of the fixtures that generate glare. tfrFl;fr-
!I
Ii
t
Trt'flt
Staff believes that the lighting plan has
been thoroughly addressed and will signiticantly improve the appearance of the
site from adjacent properties.
Detalls
Some of tre specific details that have been mentioned by the Planning and
Environmental Commission in fie past include signage on he Frontage Road ard
unifying he roof treatments. The applicant is proposing a sBn as part of Phese ll.
This will be reviewed by the DRB. Concerning the roofs, the applicant has stated
that all additions to the fleet building willbe designed to match the existing fuilt-up
roof form. The material of the roof will not be changed at this time. In the future,
Public Works will be making the roof materials consistent, as maintenance is
needed. The roof o\rer the Administration Building is proposed to be a standing
seam, green metal rool. This is significantly different than the other roof material;
however, statf believes that differentiating the Administration Building from the
shops building is appropiate.
Other factors as the Commission deems +plicable to the proposed use.
At the PEC worksession, there was extensive discussion about safety issues and
employee housing issues. Staff believes that they most appropriately fall under
this criteria.
1|louslngponcerning housing, Public Works is not proposing to add any additional
pmployees as a result of the proposed addition and remodel, and therefore,
pannot be required to provide employee housing as a condition of the Conditional
pse Permit approval.
Three employee housing units were specified in the original phasing plan, as
detailed in the 1 993 Master Plan approved by the PEC and Council in 1994.
These three units were to be completed as part of Phase I or Phase ll. At his
time, Public Worl<s has designated an area on the eastern portion of the slte that
could accommodate up to twelve employee housing units (900 sq. ft. each) or up
to 10,800 sq. ft. of employee housing. Public Works is committing the use of the
land and will rely on others to create the product.
Staff believes that it is important to keep both the expansions to the Public Works
facilities and the proposal for housing moving. Statf believes hat the Public
Works site is an excellent location for housing for seasonalworkers and has
discussed this concept with the Director of Public Works. hffi:|Il|n
ffi. staff is confident that a successful housing
development can be created here. However, the time required to analyze the
5.
B.
options and determine the best solution is significant. In order to keep the Public
Works projects on schedule, statf believes it would be most appropriate to
approve the reguested Conditional Use with the understanding that the Town of
Vail statf will work, in conjunction with consultants as needed, to create housing at
this location or an equivalent elsewhere.
Hazards
The lirst safety issue deals with the rockfall and debris flow hazard. The architect
and the consulting engineer have redesigned the proposed debris flow channels
in such a way as to reduce the amount of hillside disturbance. No existing tiees
will be atfected. All regrading will occur on the Public Works site. Art Mears, the
Town's hazard analyst, is presently out of the country and was unable to review
the drawings. Staff would recommend that prior to issuance of any building
permiF for the proposed improvements, that an updated analysis by Art Mears be
completed verifying that the proposed design is sutficient. lf any significant
changes are required, a return to the PEC willbe required. Staff believes that in
addition t0 looking at the amount of disturbance to the hillside, other issues for
Mr. Mears' analysis include identifying the location where the debris flow will stop,
how il will be contained, and how much of the Public Works site may be covered.
A debris flow map at a scale of 1" - 50" must be submitted prior to final DRB
review to fully to understand the impacts.
Underground fuel tanks
Another safety issue involves the new location for the underground gas and diesel
fuel tanks. There was some debate as to whether these should be located above
or below ground. The applicant has researched the codes and provided an
analysis in the memo attached as Exhibit A. In brief, underground tanks will meet
all standards and will actually be safer if located below ground. Because the
debris flow channels are in the vicinity and because there is signiticant truck traffic
around the tanks, Public Works believes that locating them underground will
reduce the risk to the tanks.
Findings
The Planning and Environmental Commission shall make the following findings before
granting a conditional use permit:
1. That the proposed locatien of the use in accord with the purposes ol the
conditional use permit section of the zoning code and the purposes ol the district
in which the site is located.
2. That the proposed location of the use and the conditions under nrhich it would be
operated or maintained would not be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use would comply with each of the applicable provisions of the
conditional use permit section of the zoning code.
IV. CONCLUSION:
In conclusion, statf recommends approval of the Conditional Use request. We believe that the
proposal meets the criteria, as addressed above, as wellas the findings. Specifically, Finding 81
is met, in staff's opinion, as the proposed use is in accordance with the purposes of the zoning
code and the General Use Zone District. Finding 82 is met as the proposed location of the use
will not be detrimental to the pubic healft, safety, or welfare. Finally, Finding Bg is met as the
use willcomply with all of fte applicable provisions of he zoning code.
Therefore, staff recommends approval with thg followlng condltlons:
1. Prior to review by the Design Revieyv Board, the applicant shall:
a) Amend the landscape plan, adding sufficient spruce and aspen to the
snow dump section 0f the berm to create a gradual transition from the
older section of the berm to the newer section. DRB shall determine if the
landscape plan is sufficient to create a successful transition;
b) Provide a map of the proposed debris flow grading at a 1:50 scale;
c) Provide details of all proposed lighting fixtures.
Prior to application for a building permit, the applicant shall:
Provide an updated analysis of the hazard mitigation by Art Mears,
specifying that the proposed plans comply with he TOV standards and
specifying greater detail to cover the guestions listed in the memo above.
J) Pm;L6L
L-5.^ { a.
t\.,J--L!.l cL*
a€ ,! t.r k-41_a_ z
i\rvcryoDcvcc\mcm6\poblicwtr.tl 4
Erhibit , nr€dro fiom Cbrir Hedberg drtld Vll95
75 South Frontage Road
Vail" Cobrado 81657
970-479 -2 I 3 8/479-2 I 3 9
FAX 970-479-2452
FROITI:
DATE:
Department of Community Development
'[r>'l
,/" kAndy Knudtsen/Planning
Russell Forrest
August 8, 1995
Public Works Maintenance F fy Remodel
After rerieu.ing the submittal for the Pu Works remodel I u'ould sEongly recommend the
follou"ing:
l) All tueling tanks sbculd secondary containment large enough to
accommodate tbe volume e tanks. Above ground tanks are much safer
from an environmental liability stalCpoint.
vehicular imoact.
Above ground tanks must also be protected from
2) All containers (Magnesium CNoride, Waste Oil ) u'ith hazardous materials or waste must have
secondary containment. For example, the u'aste oil container must bave secondary containment to
contain a complete spill of that container and also to accommodate a20 year rain event.
3) Drainage from the Toun sbop vards run directly into slormwater drains tbat discharge into
Gore Creek. I q'ould strongly reccmmend that a containment system be created (similar to VA)
that would prevent spills from being released into Gore Creek. VA has installed a petoleum
separation device in tbeir drainage system u'hich siguificantly reduces the risk of water
coniaminated with oil or fuel frorn escaping tle maintenance area.
4) Based on input from G:eg Hall. the interior drainage system goes into the sewer. Upper Eagle
Valley Sanitation Disrict may require a grease tap to intercept as much grease before entering
the sanitarv server.
o
{S*ny"uoruo
llUG AZ '95 OS:EIPN RI\L iGN
tttttrtt!!!: RNL DESIGN
AncHntcrum,,
tMl$flDtltCJ.l,
URIAN !t ANNttw
XTNORANDUT
To: Andy KnuChcn
Conmunlfi Dcvchpmcnt Dqrrfncnt
ToYm slVail, Colondo
Fromr l0b Hrdbctg
RNL Dulgn
D.h: Aug[t l, 1905
R.: TownolVrllDrprimntofPubli0Wbrkr
R.|ubmlthl ff PECORB M.dingr
Thc bllovring intomltiol r(*lna..3 commcflb fiom h. July 10, 190t PtC worlcerrlon l| ouflincd in
your mcmor of July 10 rnd 2Q '1906. I balicw wr hrvr ddrured rll of |hr bruc you hffo nlrcC,
Fhrrr conbd nr lf hrru h rnyhlng rhe ua n .d h .lhcirt. Vllc look butrl b pruocding nlh thr
proj.ct
Raqponssc b,rsrn$ raird in yaurJdy 20 mtnrc:
Thr propomd db uolt rto.irhd wlth th. AdminiNhthn Building ddition prwidc llvr (5) nrw pildng
3p.ccs iust.rd 0f lhc ncw cntnnca rhit Thit paddng will br nnrnd lbr guctr/publb coming b thc
Administrstion BulHhrg rnd uvil br $nrd rccodlttgly. Tnrc Ttnlb'b thr ltdllU rrc mt $und$t
Moft tll fic b Publc vvorl(. b by Publio wbrl(3 onploy... daa&ro wltr dmlnbfr[hr bruc, l,l dm
c.rfi, pryrol[ rchcduling rnd mccilngr wilh rdm&ilrlnrtivr rlrff. Non-Pub0c tftb*: rrployx3 coming b
thc bulldlng Includr contrecbn d.|llng wlh lg|d conltucuon pcrmih rnd ohGr conrtruolion coordhtffon,
3tett from othcr Tom Dcpertmnb, i,c Policc. Communlv Danbpmnt, Tnrnrportrtion dolng burln.|r
rvitr Public Wbrkr Adminirffiion, profrrdonrlconeilrnb, rd vrndon vlrlllng $r db for thr fittt tmc.
Vlribrc end yrndon rlro go b ihr :hopr bullding rtd plt tutth.r r|al on thC iib o'la hry badil
Ncqurinted with thr d.putmnt rdlrnd lhef offior locrllons.
Wlh hr excrpUon of m:otlngr, ll lr uncommon b hrvr nEt thrn ilo b f,rrlC vi3lh|l h thr
Mmlnlrtntlon Bulldlng rt onr tlnr. In hc ctlent ol ltge mctngr in ha Conbrcnoc Roo{tt. I muimum
of 1 0-12 proplr crn b. |cccilmod.hc. Thb b ganrnlly I nt ( ot Publh tworkl amployfu rnd vlrlbn
lirtld .bovc, lf plting for mo|t lhan flvc catf b ltqul|ld tt thcaa trnaf. thay orn u|. rpsr fu|tnr .rrt
dong thc hill.
One perklng rpecr h* elro bmn pruporrd .t th. antnne b Pullls\ tor|tr br hilClcappad pcrtou rnd
3hort hm doliv.rbr, i... prp.? goCt, mnding abck, cb. Thb rpaoc 13 oFcobd b b. ut d r lhr tmc
on busy day3, but oftan rum.in cmpv,
A prrklng enrlyrlr complcbd lbr rlfl pr*lng In hr Admlnlrtrfon Building idlowe on thc no( pagp, Thc
enrlyris wrr dom whrn thr nroduhr rddllion wer bdng conrldrnd, but ia 3till valid h brna of numbcr sf
rmployrcr. Thl rmployn hrt oumnlly prft wrrt of thr bulldlng rt ttn bp ot thc hlll wlll nrorc dowll
rlong thr brrm or rrrt of the Mmlnldrrtion Bulldlng. ottor Fher ll b comphb rnd 0tr tu.| l.hrd b
nlocrbd, dditionrl prrking will br rvrihbh rlong lhr brrm
A PlotlsrtlotlaL cottrot^Tlcn{
951,&.IT8&vfl{ ffnlcrfltln
glJtTE rt@
lfrflH'ffi'H'
!03.3t1t' lht
^
MlMblro!TttE
DE5o
FILJ\' g,rc. :rD gf ; ciFi,l t(l\L lJLJJ,irl\i.stZb
0fflce
Grcg Hall
Terr1 I'lartines
Charlla Davie
ITocld Oppanhrirter
Greg Banie
Futura Eng. T.cb
CuruqnLParkj.nq
Dll AdnLn Lot
tcsl! rctoEs
Bu4 Brrn
Bcrfi lcrosgBut Barn
Bcrm Acroes
BUE Barn
Bern Acrocc
Eus Barn
N/A"'
i,fqcr 4ddtrlon
elong htll
Sane
Sanc
Sane
Sane
East along hlli
East
from
fron
fron
fron
Net lncroese ln cnrployees - (I).
Adequat,e eng19y99 and public ptrklng exlstE to Chc rrst (along
berm(S) rnd httl (N) ) end trcst (ilong berm (S)) of the Pt{Adnlnletratlon Bullding !o acco$mgdatC the proposcd noduleraddltlon, Durlng the past ycar, the pollce department has beenparltng -approxlnately (15) vehl,cles aiong the brcm east of the
AdnLn. EIdg.1 whlLe consLruction conE,tnues a! the \fPD. The PolicrD.pa*ncnt anticlpat,cs rclocatlng thcir vehlclee bach to thelr orrnparking lot wltbin the rnonth. - thrre was arqrlc parklng Bpac.savrllablc tvcn wlth the addltlon of the pD vehi-elet, thcrsior-a thenodular adctltlon Foslc vary llttlc lnpect to on-eltc prrking,
frtJG AZ '35 AS:eZP{'l RrrL Glr
E -tLrEr
gtnoc thc Juu 10 PEc wrl( r...ion, u|G dc.hn brm rhng wlh tublo vr/otu h|l rtudlrd rlbmrll'v.. to
hr uiglnrl ilgildhg propcrlon tlr norh ilr of h..|lr, Thr r.virad propolrldhiltbf mtrh Lrt
rnr,ld b a||fy conhincd tfirh thc Publiovr|bilc prDpory iln . S.. th. Grrding rnd 8lh Pbnr rt
1'.2O rcrh for thr rrr bring ngnd.d. th rv rdtrn mbl urr d hc afrtng dlbh rnd baml
$llillng lt Inb tso llow lrr rqJn<l thr AdmhLu.fron 9uldhe ln Ph$c I, rnd oondhg hr ditdr rnd
bcfin b thc srrt In Ph|.c ll. A| sa dir(lrtad, rr wlllvnt hr db witt you ro yci undrnhnd tho
rmount of dirtrrlanc, md wl nttfir thr rrr lor PEC rnd DRB mrnbm b rfllc Al rtolf 0t
dhfrrrbrncrwll br n.vrgffiyrlh mtv. mrbthbddrrbthrofithgfitttnhlnoludlnggnrrcr,
r4r rnd wlldflowrn.
G. Lrndrceplng
Thc |nh|nc.d hnd.$plng dong hc b.rm lollom guldcllno ||[b[rhrd in hr Town of Vrll Lrndrcrpr
hprDycmcnt Ptrn omphbd In 1989. trndrorplng wlll b. tdfid b frllh gnpr b:h'I.m uidhg rPrucc
brrl rnd glvr I mon ndrnlrpprrrrcr bthr phntq, A$dt rtd rwbrbrny wlll ba rddcd b*{lcan
md down thr rlopc fmm fir ryucc. Lomr gtoUing.|e[ rr€ ||bblbmh Yyil b| rddcd b BuvlCI mltvt
cdor b hr hlll.ldf, D.d u.fr rhng h..llow dunr wlll bc tcmorsd md ]tg|rnbd wlh noncFucr
rrlgctrtiol md tt.r. 8.c tho aimnt ledrQr pLnr ry Publb lrfrdc for tlr pmpold plrnUng dong
lh. b.rm.
Th: lrruc rrgrdlng "no nd lorr' of phn[r rnr .t r i.|ull of tm (r,molluon rnd nax odr3tuoton rt hr
Adminlrffion Buildlng ir gnphiafy rhonn on ha |tbofrd plrn, Ar rlpwn, uf Jr propritrg b
drmobh th. .xbtine plmhr d t|C Nilding cnty (240 r.L), k..p hr .Iirt|g phnbr on hr routh *lr ol
thr buiHing (EE r,t), end rdd 160 r.f. of phnhr m thr um( rouh ud .|d ddr of tlr bululng, A ncTr,
320 r.f. plrnhr lr brlng .dfid rdj|c|nt b lhr hrndhrppdl pilldng rtlr, Th. nd Indl|.|. d phnbr |f.r
i3 2C0 i,f. V\h will ntocrb ho ti.c curnanty in th| .xbting phntirg rm b thr nrr pbrfir.
DESIo !tat!ttttttttrll
H|JG tJZ ',95 A5: i4Pm Rt\L l.rfsir5t{r.b'c-ki
tataal latttttttt
D. Scr..nlnq Vl.w. Frbm th. Adlrc.nt Nclghbortrood
Ar e ruult of thc visual turvcy pcrbfired by yoursef (Andy lGudsen) and Mofiar ArchiEdr, l sita phn
hes bc.n prtpand which eddr€aics lhc issue of 'prcblem lights', Problem l'rghb rru dofncd rr thoce
which am vlsiblo fhom the reCdentbl neighborhoodc on the soutfi sidc of F70. Robrto th. LighUng
Layout Plan plen for lhe location ard propoeed sohtion br the "prsblEm lighb'. Foltrwing er. cut Bh€ets
of fie prcpoead fixhrre for he rcplacement of ex'nting fttturcr rr wrll aB nrw fixlurm.
Another isguo rthtit € b thc visual imptct of thc proJrl le rccf m#rials. l/tQ hwe made a significant
cfurt h thc dcaign of this pmject to unfy roof matsrials and roof lbms b minimizc ho potlnlhl fur a
'hodge podge' look to resull lt is our intent b od€nd hG rou{rcm nof of th. Adminbtration Building b
he west and re-pof he entirc rcof (old rnd ncw) b m*. n bok unificd. llla arr proposing a dafi grcen
stending scem mctll pof. (S.. sfrsd|od brJiEingclwrtion.) ThcAdminisbation Building ountnty hrs an
etchibcturd idcntity which i3 difrr€nt from tho mdnbnEncc building. This is a deoi€d slturdon. Thc
addltima b lhc mdnhnencc buildhg will have a bullt+p rool b metch the c$sting bur brm rcof. (S.e
etbchcd tlcl,'tion.) Wc arc nol pioposiru h rs-roof sec0onc of the shops bulding tD uniy od$ng flrof
colom, bLrt this could be done when re-roollng lbr rralntenancc ie raquircd.
-v
hL,\r tJC >J Ilrll P. L-tz 28
ttattlttrlttrttt
E. Empldr.. I{ourlng
Th6 plans shor he propoeod locabd dhrolve studio type employoo houring unf!. Thir yuork can bc
comPLbd trrlmry.r llnendng lr rydlrbb, and t not currrnty hlted trrlfi any ottsr aonEtuction on tht
ruilc f,|brl(s .lb. Publlc \fl/orf(s ts wruty trgloring dorr.lopmott and lhendrg ogtbnr lbr hc.tnpbyt hou|lngtfi$youl| fmd|heTo$'nCoundl. Rtuh$Jortswlll loepyouhlbmEdofur.lr
progrrlr in tha Floatt.
Thete ane a numbsr of deslgn and slte sacurl$ bcucr wl0t thr contrinrtin of houcing md hc Publia
tf{orkr hcllilirs. A n$onrblr numbrr of unltr 'B impofitnt not b orrgb( hc tght enhrce b the rlb, or
intodu€ pcopb on thc cft! sho uouts vhbb Rtbllolllbrlc'lbofltc end r$rUr. Mudt sf tre !xh&e
ouEoor Etonge lr non*ecun, attd wt rumeln ro. Threr lure naad b bc nvi*cd in rlcbrrrilnlng tre
numb.r ot unib rnd ltr tbn of unlts b b. da'.hpcd.
F. Envfuonmrnlj lrrur
It is the rccormcndaton of thc derign brm 0iat tha naw iJ.l bnk! bc abied undcremund in the looation
shown on the slte plen. Th€ dccidm b locrb thr tenlc uruhryrund wtt mtdc for th. lbllowing r€gEolo.
1. Aaooding b thc Unibrm Flll Codc, Chl| tO.loln ) r|ld Ch|| il (di.oC) efrage Erkc
3hrt b. locrbd undotlrou,U unl.|. it b lmpilclical or th.n arB property or buldlng
limibtions. (Scc attechcd copieo olcode.)
2. Typicrlly, lcrkr hrt do occuf wtth un(horound bnl3t oclrr h fic pipno. not h the bnk wb
are proposlng a double w"ilod llbsllass bnk het me€ts dlgwrming rtrndrdr (rcc
atbahod o,lt sheeb). l-ooate the bnkr rbovu ground would nquitr longpr lcngthr of
undoryround piping Incn|.ing th. rLk of l.d(lgc. By locefing tha bnks whelg w€ hwe. ttra
longlh of pip. hr. b..n minimts d,
3. lf thc tucl tanks urcrc to bc locaFd obove ground, hey rcdd hryf b b. loflbd b trc raer of
he site whbh sib at he bace of r letgc, rbcp hll. lt ir our ofinion het tha mk of dam€ge b. he bnks dus b lblling debdr fiom hc hllt L fu gnlbr then il th.y wrru undcrgound.
4. Abovc Atound tanks on th. nofth gt|ri dthe buildlng would also be et rlsk baurr of thr
pobntal br be buib+p h rn erer with rlgnillcnt tu* frfllc. lt b our odnhn 0rst hc rtC( of
demrgr to tht bnkr dut b btrckr rlldlng on lcc b fr grcsfr if hey ere aborrs gnound retrer
lh|n undarlround.
FiJr: 6c 'i5 E5reEPI'l Rttt- Lriii.ui'r
f MOTOB
Grnrrrl
$Division lX
VEHICLE FUEL.DISPENSING STARONS
Srs ?9J01. (r) Appllcabllity. Aummodvc, rnarinc rnd rircmfr motm vchiclc
fucldirpcncing rotionr rhall bc in rc'condancc with dtis division.
315
I
I
It
70J01.79S@ rO$ UilIFORII FIRECOOE
O) Bulk PhnB l,tou vchiclc firtdispcrsint .trrionr rrc Fohibie{t rt bulk
plurs urlcs such us€ i! in conpliilcc widr rhc provbionr of rhir division urd ir
coophrly rcporucd by r fcncc or rimilrr brnia iroo thc &rr in n&ich bu&
ogcrrtims uc coaductcll
(c) Sourtcs of r!-tion in Vchiclc Rcprir ud Fucl Rrcivirg Arcu. Smok-
irtt ud opqr tLrm* rhdl bc prohibitcd in artrr urcd for sonricin3 inE nal com.
burtion caghc rod r$rs whrrc fucl b trccivcd.
,,' Stongc ''
$ac 79,902, (r) Gcorrrl Clarc I lfutui& shdt bc rtomd in ot6cd conrrirurti or
itt odc locrnd nrdrryrulrd c la rpccid arctocurtr ia @d|lcc wirh Srcdorl
79.@ (c) O.*tr rldO{l [I.A[quids shrllbcc4rodbourfur:re ciorrr*stcrrd uodagruurd or ln rpcdl'cnctoiirrtr'in iccoiituica virh Scition ?9.9@
lc).
A coDn ction lhrll not bc madc bcs9/cco |[ rbovtgqud ru* rnd al undcr-
Fourld r$1.
Portrblc ura rinip6rnble nnl* mry rcmporuily h us:d ia conjunction wih
rhc dispcruilg of Oarr L tr or IU-A liqui& ino rhc fuel rgrls of moror vchiclcr or
olhct morcrizod quipmcnt on pllc$sc6 not oonnrlly rcccssible ro rhc public
wbca rpFlved by rh: cl1ld.
O) Clrss I Uqui& ir Br*ncau or PiB, Clrsr I liqui& rhrll not bc stortrl or
urcd within rbuildhg heving ahucmcot qrpil hto shicb flrrumtblc vrpon could
tnvel, unkrr sudr tra ir providcd with vcndluion dqrilDcd ao prlvcJrt $c &cu.
nulalio,rr of flsnmlblc vapon thcreiu
.'lc) Spciut EmlqJUqfuWUn iarqlt"rion of rrob tn rco,rdrnce widr Dividon
VI ir inprrcticel orUtciiuc of gmlirty orliuildhg tiriiirdmc, tnnls for Oass I,II
or III.A liquidr art dlowcd !o bc itacltcd in buildiryr u follows:
L Trr& shdl bc ilrtdlcd in ur caclocurc which b liquid tiglrq vrpor rijhr grd
wirhour btklill irgi&,. 2, Sidcs, op ua bottoor ofthc cnctocurc shrll bc ofitinforccdcoDcrErc u |c.!t
6 hchcs thick, with opcoiqr for lnspctior rircu8h thr toF oril)'-
3, ftnl connccrionr ghdl b. pipcd or clorcat such rhl rlsitsr vrpors uc liquid
cm clctp. inlo thc cncloccd rpacc,
4. Mcutt chrll bc providod *hcreby portrble equipnrnt cm bc cnrployod ro
dischrrjc o dre outridc adyvrpon which mitht &curnul Gtholrld lorkrgp occ{r.
5. Ta!.lrs conuining Orss I. tr or Itr'A lhuids ddl not cxsced 6,000 gallone
indivHurl or 18,000 tallons rggrtg$s.
(d) Storagi insid. Eulldlngr. Clarr I, tr or III.A liquidl rtord iarida noror vc.
hiclc fucl{ispcnriq **ion buildings rhall bc in rppmvd coaaimrs rrxt il ac.
corderc wirh Sccnot T 9,2ULD (c) Mrbtrnaucc Tcrdlt. I-crldctcai$ &viccs shdl bc rcscd uururlly by
the owncr roccuput of thr p,topcrty on which rhcy rra locarcd Tcei ttsultr shdl
bc mdntrincd oa ahc premircr grd tvrilrHE tr th. chirf upo! rrqucsl
(f) InvmtorT Control Accunrc daily invcntoty ttcodr rhdl bc mrinuincd
nrd rlcorrcilcd on Cl[r l, Chrl II urd Clrsr III.A llquid rtora& tad$ fgr iildicr-
316
FIUG SZ '95 a'l.ZgPN RNL i.IESIGI\
JUL 66 'y 6€:44 FR flICONTAINT.IENT TX 449 '/56 ?665 T0
A lpcod ff h.t goc.dJr. !r alquir!(t lor - Doubllwtll Fibargllrt ftnkr For
GuDb,sdl trrrLa i16t (b nol ind.d. taclory
hlrrflad antirnaaa. A tpccial rr lcd [r!ur
|s +ipp.d wlh lh. trr*. Fib.ql.$ hnl(r
rnus bG porlurlrcd t|d insp:c{rd lor hrkr
uring 3 sorpy irrtcr 3dution, Leakfc*i'E
prior b lnstr$adon hltpt irrura tn.t fib6r-
gb53 tank! wffa nol (bmrgcd n rhlpmmt
lf ilra doubllrvd ranks are shbpod wh tto
Fry{ruhlld monltotlng ,luid, r sindlftrd
lobsib hydrotLtt trst proccdun ctn h
uaad.
hsldlation bf doublc.wall Enks i5 simihr b
th€ proc.duo br sitElaurlll trtks. FMd
ConElnrnrnt rcqulrcs pca gavd 0r cruchad
$tonc bacKrll mrbiaf pce gtevll b a n tu'
€lV ounded aggrrgrte ranging lmm 1€' b
34" cti.m.t r. Wrrhcd cruchad stonc (1/E-
to l,q diam6L0 riedhgAsTM C€3 mry
ba u'ed. O0t9t backflu mlbtb! mud nol
be ulcd without con$llng Fluid
ConEinmrnt lof wdd3n lpprcYrl. A mini-
mu|n ol 12' badfitl badrlrflg E rtqu?ad
bcMeen lh! trnk md th! rxcavrtion botbm
of @ncrclc rrrchoring p!d. Trnkr must not
be inslall€d on iimbcr3, batfns ol cla6le3.
ll lhe Hydro3latic Turk MoniFring 3y!km i3
aclivarcd by ltllin! si the ioblile, thc lrnx
c6viv rnusi bc tlllcd oy pouthg fte [quu
i'rtc lhe cevity. De prndirg on local dimatr,
use tap water or an accegEDla lnlfrtata
mixlJr€ t9 ths monito,ing tluicl.
All Enks lnusl bs ventid and crc inlen<led
!o be oFerar?d with nuid in 'fic tlnx no higlii
er lhan thr lank lop. FibergLsS nnk3 ara
designed lor operaion at a:hosphenc
Sure only, excep! whan uErng v.por
systoms, Dtovtded thc prcs3ur. or vacuum
dors not exca?d I 9si maximstn o.'l Ua Pti'
riary link Ovc|pressurizing ol the Primlry
€nk witl rcsull rn tank lailurc. Thc
cavity batw.cn lhc inncr and ou'rl ll^K
must b€ vGnGd independenlly kom lh3 PtL
.flary iank
For addiliofld cte |lilE, reguesl
Ttnk lnStrllaion3 (Fluld Conainrnc Pub.
No. 6(104). Prop.rly inst8ttcd. fibatghlt
underground pctrolaum $o|age lanlq! can
provide cnandad re icc in stodng Pcbole'
um prottucB without conosbFcauSed lcaxs
and wilhou tnllnlerlrnc.,
Fluid Conuinmcnr nEintlin3 a fiilng ol ovcr
2,000 indogandanl contrtcbrt who haw
recaived .ducrtionrl mltcnalg hm Fluid
Contdnmant cot ariAg lhr Ptopct inctdLuon
ol underground frberghss i6nk!. orl
rcqucsl. wc crn povidc nalnes of aduqr:cd
cont'tcbr!,
Furt Stongf, lrod.l Owf-?ypc ll
Speci llcetion; Short Fonn
The 6s.ltacts' jhll prwid. U.L hbclcd
irodd $tT.Typa ll <loubh-rral nbargbt8
urdargrour.l ibrrgc hnkr in izea flrd
r$lh idn!6 |r rhorvn on the draretlgs. Th6
hnkr drd bo nrnutrdurd by Flrrd
C.onbhdrrfll.
T.r{G c|rll bc tcrt d l|rd intEllcd wl0r pt
gnv3l or tgprlt4rd lttdrratr bscfrfrll n|abfi-
d |Ecodtng b thr dJrrfil insldla[on
I'|3 Uctlonc (Rurd Conl.ifincil PrA,No.
6304) p@vid.d w'f| th. hr{.
Long Forml S.ctlon 1!2m Guids
Sprciflcath n Fluld Conlinmcnt
Doublr.WSll Fibilglrts Folnforard
Poly.stcr Undarground Stongr T.nkt
Prn lC.|fnl
1.ol n.tr,rd Wq* Specn3d h &rr
Srdlanr
A, C&r-irlPllcr Conouai Scctlon ogxn
B. A,rrchor 9o16; gcction ogtlo't
C. Pltrlic Pipci Scctiorr 15064
D. Uqurd Lcval 6aug.tt Src'tion '15174
E Or|rr R3let .t Work - ruch as
and Bollct
1.&t Submltnts:
AShoF OrilYlngrr ConEacloc sfu[ sub-
mit--copier ol thop dtrwings fof elch
lrnk. Drawhgs shall indud? dl criticej
dimansionS 3nd rhow locatom ot all fit-
lngs md aEcaalotigt, i.a.. manrvays, taG
dcrs, hold{orm slrrPa, haalhg coil!, !lc'
lvltlotlslc ol comttucuon lhdl bc in accot-
dlrce wittr Scctsrl 1.02 0l hE rp€cllica.
tion,
!. Crtdog Dlt : Com"cbr shall suhnit -copies of ftBnufacbrarE litaralu,c.
c. cG?tfioatlon Pltl.r u.L, lrbclE Eh.ll b.
trlixad to ..ch bnh'
r* P.E)6=-
g. |nrbllruon lnrtruCusrta: Contrlctorr
rndl tuboit _ cooirs of h.nurrElrllr
bbrt inetrladon indruc[ont,
E CJlbrrtlon Chrrrl: Conrrc16'6 4'tal subrd -. . copirr o, r[nulrciJrGt t hlart cal.
lbo[on ofta!'F,
P.rt 11 Produc!8
z0l Do{tbl-}/ 'lt aba4t rfl untttrTtounl
Stutgclnl'5
l" LD.dlng CoDdluonr -T.nk thtll m.rt
lhr blloudng rhsign crir.dr:
1. Ertemd hyd6lsEa F|tr$Jr$ Bu,icd h
g[u ,td urth 7 ol ont burd6n ot ar lh! top ol
rh ruh thc holc fu[y fhodad r.rd !d.ty fscurr
ol 5:1 roehst g.ncral tuckling.
2. Surtrc. loldri wh€n i.r.ldld cccoding to
mrnuhciurr/s lrrsEllrtion inrh'|.|cdo , rrnks
rrdl urltntbncl suflam H-20 arh tordr (32,000
lboJaie).
& lnEmal lord: Pdm!ry r'ld sicondary Enks
$rlll wih&!1d t P3i tit trt.3ut! t !r rrlh 5:1
ra'.ty traor.
tl. Tlnt! rhdl be dciign d b c|ppod F!s-
tory aquip,ncil rudi ar haa{ng coh, hrkh,r,
dtpp Wb.3, clc. tYten h3trllcd rc@dlng lo
.rrurutact rrr'r rrcomncndalionl and llmlh.
ton!.
t, 'lLnk lsminrr Cra[ incluclc filhc.
B. Prdsct Stor'!|c Rcqulrumrnlr:
1. All pdmary lanks m|Jsl bc v€nhd.I{urks tta
dGsignacl ,or ogcrtion rt 8lyro$hric praa$trr3
ordy, .rccpt br uE€ with rrlpor Ecovrry qr}
ta,n! at a Fr€3u$ or vtc!rurrl ol rpprqimrbly
1p!i.
2. Tull(s shdt bG caprblc ol StoriE Iqulds
wilb rp.clfic ABVity up !c l.t.
3, Marimum tsmpc6tu'!: Tlnk lhrll be c6pa-
bh ol stodno g|sotifi!, alcohol bland*i 9a6+
linc (with up to 100?o mchanol or cthrnol).
orygaarcd fuels (up io 20% MTBg, ry.gtr,
itt fual, rnolor oil. (niriv or uttd), kltsrenl,
dcDll lurl or pohblc waicr lt arnblanl uffFr'
g8ound lrmperatu|1ls nct to axoaac tSfF rt
h. hnk inbrior sudrca,
4. Tlnl€ ehdl bt chcnicrlly inert to paircleum
p€rtrJclr,
C. Omcnrlonrl Raquiramrntr
(rclct to Flu'ri Conltnrnanl litcrttun on lFllOtt"
49.):
t. Nominal capaciv ot he nnk rhdl be
-gdlons.z itominal oudde dlrmiilet ol Ule unkt thdl
bG
-
1..[
3- Nc|ninal ova.all lsrgttr ol th! trnka shrll bc
_,aot.
o. Monhoring Caprbiliil.r:
1. Tlnht rhd hava a tprc. bclll,aan Urc prt.
mary ul{t ttctndsty thdl wrll! E dlov, ht hc
ffaa ttorv trld canlairrnfnl ot rll lrrkad ptodrct
trcm he prnhary Enh.
1.0i2 Qmiity Acaunnc.
A. AEcGttauo M.nufaclurtr.: FluU
ConhirunraL Houtbn. T.ras.
B. Gowrning Etrndrrdr:
1. ASTM Spcclflcation D4021-!6. glssr
Ftbar Aoinlorcad Polyrstcr Undarground
Pdroleum Storaga Trnh!,
2, U.t. 1316. Undo rit€n LaborrtotirE,
Inc., Glass Fiber Rcinforced Plasdc
Unda€round Stor4. Tlr|lrs lor Pctrcleum
Products,
3. Nalon.l Fita Ptol.ction A53oa, (NFPA
30) Ra.,nmrblr and Co.nb$tiblc Liqutds
Codc arrd (NFFA 31) Sl8ndar(b lor
Instahrion ol oil Buming Eq'Jpmanl
4. Grncal Sorvrcas Adminiabrtion, Public
Building S.'!ica Guid. Sp.cificrdon, P*S:
15
ITUG EA '95 ES:JIZFI'I RI\L DESIGN. lrr -sE ;;r4 A'sa ii'Fi.u"5Ei:rrAlr'tGNr rx 4Ee ?# ?cas x0 1520sz7z ?.@{,'a;1''ea
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MAsollrnoous ffrms ddn$.d,h July 20 memo:
l-EhurElrn
A phaslrp pbn drarrring has brn eddcd st l'-50'lcalc. Thc plan thors Pha$ lad ll as propos€d, the
nodh rutalning wall proposed for dwelopment in 1999. and other fuhre proJeEtr identfi€d in he Publlc
trbdc McEr Plrn, Thc davdopmsnt otthc alb rnd fecllitbr lr lmlud by *nllrblr fundlng, whidl i.
or.r*rcd bclorc
1995 3426,000
19gO $2.imillion
1007 s200.000
1998 -0-
1999 $2.1 million
2- ForustScruice Sign4fi
No regrading'rs propoaed in he curent phucr on lbrd retvitf pt€prtty.
3. Excavation
No rdditionrl excilniion will bc dono on thc rib b compLto Ph$.s 1 etrd ll ar tlcntificd. ThG phalhg
phn rhowr hc edgc of thc usablc propsrly 0n be norh suedhelbollty, wtridrwlll be meintrlnrd undl
the site ir expanded in 1999, Somo llll mrbri.l will br nmored dincdy bdrind rnd aqrccnt b thc Shops
building to ellow br ihc cxpandofl of thc flcct feclliv aod Glocatkrn Expqnglon ol the w€ldhg shop.
4. DGbtu Flow lrap
Dcbris llow rograding ls chown on fie gredlng ptans at 1'-20' goale. A oompooib dobdr flow plrn rt
1's50'can bc dcvdopcd lf rrquiod. The Fopos€d regrading plan will bc rcvierrcd Dy Att Mtrnr for
comp$erp with mitigntiOn trquluil.nb in rniGAugust wtren Art conc back b woft He ir anrcnty out
ofth. counly.
Admlnicffin Bulldlng wlh rrlochbd cnfrnc.
rtrlr, prrldng, hdrcrpirn rnd hzrd naftdflt.
Upgndr rbcticl t wlc. b thr rhops tuldlne end
dd onc n w vCrid. fift h fr.ct
Tnnrporhlion ddffon, furlrnd wrrh hclllty
rtphc.rmnt, parual lltdupandofi and wuldlng
rhop tclocdlon. Enhncr hndrc+ing Joq $r
b.flnrrxl o(bnd lEtrd rftngen bchhrl thc Cropo
buiefing. Inp|DY. 6'rb Entrmo ctneg6.
Palcctb be idonull€d
No Fundhg
EOrnsion of u:$brib rrr rnd conrhrdion of
mtt'| f|hining wrll Rr.vqebtion md rrgredlno
dong northsidcddla
r, LtJ/ 4b
5. Adminisbation BuildingrDetell
A pl.n L provlfid d 1"10'rcrlc. Asphdt eround tfic wr8t md south sid.t of the bullding will bc
refiEved cnpt for a siden alk Tteas wh.re the nes handicapped po*ing space and enbance stair will
be built will be rcboabd and bansphnbd wihin the ama. 9ec thc Adnini:bil'ron Lrndrcrpr Phn fror
moru detdlcd infbrnfon.
F6qpo,?scs b rssucc artscd ln July lO m.mo:
A, Vribr Fricndlhcss/AccersiblliV
S..Adminbtntion Entnncc/Gu.rt P.rting it m'A' plu,bus.
E--Hr4sL
A follow<rp nvicw by Art Mcart will occur in met-Arqust Two debris flqu, clrannels are propoeed around
Uie Administrdbn hrilding per Mears' latest report Tlre area requicd !o contain e debds llry end any
rcquircments lbr tod<fall mitigatlon wlll be address€d by An in hb lbllor-up rwbn
C- Lrndscrping
The rwised landscape plan inoludes planting alono he berm by he snow dump area. Plenting rll rbng
hc benn wfll be bcabd dwn fie soufr side of he berm in rddition b frlling 9lp6 on bp. Inig.tion ls
cur.nty rydleb,|c Co,U lhc bcrm and crn be odcndcd if ruquircd b.!ilebllsh planlhg. All plantirys will
be of nalive varietieo, and udll nd nquie inigation onoe egtaHished.
DJlirhiliU
Thc drbrir fiow channcl r€gr.ding her b€en Eignific.ntly Educ€d and onca rc-vcgctabd should not be
objeclionabl. fiom acroet lhc vellcy. Cut otr fixtJru arc popos€d for all new extetbr lights. See
Screcning Vims ftim the AdFccnt neighborhood, itgm 'D' previoug.
E. Phesing/Emoloy..Hou3ing
A phasing plan has been added which identifies hc proposed timing of pojcc6 wih funding. ProFds not
yctfunded (bryond 2000) rr. shciln as futun. Emptoyx housing, .s pr.viously nohd, ir in diccuscion
rtgerdlng d.v.lopmnt .nd phsslng opfrons.
F._ EnvirEnm.nirl |||uei
Sce prcnrious lbm'P rcgrrding fuct rbragg tenk cod!3 and Ggulationc. A[ n€vr fiJeling facilities will
comp[ wih reguired codes, onstuction rnd monitoring ctrndards, rb.
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Trupsneo Guss Lrxs:
. Thermal and imPact'tenPered
for safetY ald durabilitY. Consistent liShting pcrforrnance
Exrnuoep Atuutwuu Lrxs
Fnaus Wnnour T[u.us
. Accurately nitered corners. Lens secured with internal
corner keys, Quick release safetY latch
Exrnuoru ALUMINUM Houstuc
. Radius dic-formcd from single
extrusion. Easv push button latch access
for hdick relampiug
F O N TA N
SUPERIOR MECHANICAIS:
Ustnznn B[11\sr/RErLEqoR
Srsrnu:
. ilinsed and rernovablc as a uuit
. Eiiitv accessed for installation
and iraintenanccr Automatic PrimarY disconnect
Sr.uso Omcs:
. Hinged and sealed for remoYal
as a unit. E.Jity accessed for installation
and maintenance. Reflector sealed against a
one-piece E.P.D.M' gasket
, Excdllcnt Protection frorn
dust, debris and moisture
FLEXIBLE PH OTOMETRICS :
Hmno-ronueu Snmi'srscur,cR
Rtrrrmon SYsmu:
. Standard IES Patterns'l' Il-lll,
ilinU f forward Throw), II
and III Ficeted for horizontal
lamos, Deiigned and r-o.a.lufactured to
neeior exceed UL and NEC
reouirements. IBEW and UL labeled
OPTIONS:
. Photoeleciric controi receptacle
r Pole or wall mounted. Powder coat, baked enamel or
anodic hard coat finish in a
wide color range
IIXIURI DAIA
IIXTRE WANAGE TUMINAIRT SIZI
REC()MfiENDID
SIANDARD ARttl
DrMlllslot{s
MOUNIING
HTIGI{I
17'x2l'x6ozcnF- r xf rl,------.--2"bto,to 250 rot'
Z4',',fll'x l0'
,l .rr a, rAl 4'lr vtl t*tr,illr
I nr,? I I 50 ;!n. lbhl llolilc ur.t Nil ill 0f . 400 wti, High f rlrrun-Sodium firturu rrut ur [l I lcm9. lE{ nn, ltetol Holdt firtun nur u$ tD2! s fi28 lotll'
1 ii:!i1'.ti!!;! fl{, i"rr til-nU uurt r*lr bni or [Di7 hiil Prltru" t"*t h?i',"^l{nn.nohd} nt'or crrohh.t iii.ii tOOO,n Urr ur! a forelrti rirou (lrn+mld) nflmo: qilrmbly 0l !n 6aisd0bb uiolull{lur'rolltl rlrrot .tr!*'t ,,4---
t6
FONTANA e?-
,FtLlG
Aa ' 55 E5: ZbPl'l Rl\L .L/Lsi('I\
v
MECHAMCALFEATIJRES
A. nnaPlotcdStedTreRo&
B. UnirtzdBollosr(ompoflmr'eoilyremovoile
C Formd Alumimrn (onoPY
t). txtruddAluminumtlorhg
E Qui* Reteoa Puth'bunon I'gldl
i g.nuaramDltGoskd (siliconeinl000Wl
G. Lomp Holdu'GripTrte' MogulSo*ct , ,
H. Hydiuformed Numinurn Reffrcor'hinged ond rcmwoute
l. TemPard Glos tms
,t. nmorv Oisonned Pu#builon 0pcrohd hrltlnw)
It Extrudd Aluninum 0oor frone
il t)oorSofatYftldr
LUMINAIREMOUNIING
Ertudcd Nunrinum llonnlfi q fu m
t0GS.dooShiltAbYtl
DOOR FRA}IE & OPTICATASST}TBLT
tftn up Oos $crion llnrrrt Alov?l
I). &nddAluminumsdeNmll
F. Edrud.d EP'DlL Goskat
l|. Hydmfrrrnsd Aluminum Refledor
l. (horlcmPcrdGhslem
K hudod Aluminum Door Frome
L b<rnrdedAluminumtlonge
}IOUNIING OPIIONS
n
Two cl 90'
t0
Smglo
F
,*o lf,ro' ,n.lr-r' th"'T tzo' rou'T so'r-.rrI|Jt+l{
Je"W A/,1-"-
s/rllrr
75 South Frontage Road
Vail, Colorado 81657
970-479-2 1 07/Fax 970-479-2 1 57
TO:
FROM:
DATE:
Re:
Offtce of the Town Attorney
MEMORANDUM
Town Council
Planning and Environmental Commission
Community Development Department
/,-'-v ,
R. Thomas Moorhead / l'-i' --'- /, t t
/
August 11, 1995 !
Employee Housing Requirement for Gonditional Use Permit
in General Use District
I have been asked to review our General Use District zoning requirements and Conditional Use
Permits to determine wheth€r it is appropriat€ to require affordable housing to be provided as a
condition of approval.
The only mention of housing in the General Use District chapter is that Type lll and lV EHU's are
conditional uses in that district. The purpose of the General Use District is to provide sites for public
and quasi-public uses. Any such development standards provided for each particular development
must meet the general purposes set forth in the zoning title. Therefore, while the providing of
affordable housing is an appropriate goal and objective of the Town, it is not appropriate to require
employee housing on every application in the General Use District.
It may be appropriate pursuant to an application for Conditional Use Permit to require the providing
of atfordable housing when appropriate. The application ol immediate concern is for a
Conditional Use Permit to allow for a remodel to the Vail Golf Course Maintenance Facility. The
remodel is necessary for improvements to the existing building and landscaping, to improve the
aesthetic appearance of the facility, to better protect and maintain heavy equipmenVvehicles, and
to reduce environmental risk. There is no indication in the application that employee housing needs
will be increased by this improvement to the maintenance facility. Before any applicant can be
required to provide housing, either on-site or off-site, it is appropriate that the development create
a need to which the amount of housing required bears some rough proportional relationship. There
does not appear to be any reasonable connection between upgrading ol the maintenance facility
and housing.
{P *""'""'o '*"*
A Conditional Use Permit is subject to such conditions and limitations as the Town may prescribe
to ensure that the location and operation of the conditional uses will be in accordance with
development objectives of the Town and will not be detrimental to other uses or properties. This
is not a specific requirement to otf-set deviations from the zoning requirement as are found in the
Special Development District. There is no reference under the factors to be considered for a
Conditional Use Permit to housing. The factors to be considered are the effect the development will
have on the use of light and air, distribution of population, transportation facility, utilities, schools,
parks and recreation facilities, and other public facilities and public facilities' needs. These factors
to be considered do not specifically refer to housing.
It is also appropriate to evaluate any application for a conditional use and to require housing when
there is a reasonable connection. For example, the development of a fire station whiCh may
increase the number of student fire lighters brought into the community, might be a reasonable
connection for the requirement of providing housing. Likewise, a hospital facility in a General Use
District that is requesting to increase the size ol the facility to provide a student nursing program
could reasonably be expected to have additional housing as a condition of approval. RnlOOitionat
need does not seem to be created by the improvements to the maintenance
There has been some comparison of the Special Development District
I do not believe that there is similarity between th€ two sections that
Environmental Commission and Town Council to handle them in the same fashion. Unoerihe
Special Development District it is stated within its purpose to further the overall goals of the
community as stated in the Vail Comprehensive Plan.' Also underthe procedures, the Commission
and Council will examine the relationship of the plan to the applicable elements of the Town of Vail
Master Plan. Under the SDD since there is the possibility of approval of development standards that
deviate from the underlying zoning, it should be determined that the deviation provides benefits that
outweigh its adverse effects. Keeping those requirements in mind, it is appropriate to exact housing
under certain circumstances lor a Special Development District.
It is appropriate for Community Development staff to point out to any applicant the appropriateness
ol housing in connection with the application. A negotiated development agreement is an etfective
tool for increasing the stock ol necessary housing in the community.
I believe that under certain applications for Conditional Use Permit within a General Use District willprovide an opportunity under certain circumstances to require housing, it is not true in every
instance.
I hope this inlormation is helpful and I am willing to respond to any additional requests.
a^,t
U-r. /
RTM/aw 11u
TOWN OFVAIL
75 South Frontage Road
VaiL Colorado 81657
970-479-213V479-2139
FAX 970479-2452
August 15, 1 995
Mr. Lanv Gralel
Directo/ot Public Works
Town ot Vail
75 S. Frontaoe Road
Vail, Colorado 81657
RE: Conditional Use Approvaltor Phases I and llof the PublicWorks site.
Dear Larry:
On Auoust 14. 1995. the Ptannino and Environmental Commission approved the requested Cgndltlglql Use with
i[e'ciifioi-t'loh'd tis=tEdoeioiv. ttiii"rtems shown in itaiEs-arri thirbonoiii6ns that were added at the PEC hearing.
1. Prior to review by the Design Review Board, the applicant shall:
A Amend the landscaoe plan addinq sutficient spruce and aspen to th€ snow dump section
of the berm to creale a qradual tAnsition from the olcler section of the Derm lo tne newer
iirciion-.- ona in?i oetEimine ii tne ianosCape plan is sufficient to create a successlul
transition;
B. Provide a map of the proposed debris flow grading at'l :50 scale;
C. Provide details of all proposed lighting fixtures;
D. Provide a clesign of a sign to be installed as paft of Phase l.
2. Prior to application for a building permit, the applicant shall:
A. Provide an uDdated analysis of the hazard mitigation by Art Mears, specifying th?t.llle
Droposecl plahs comply viith the Town of Vail standards'and specilying greater oelall to
bov'er the questions lisfed in the memo above.
g. Prior to requesting a Temporary Certiticate of Occupancy for Phase U, th1 4ppli$nt^sh.4l s.99ule
a-building pernit for a miniinum 6t three enployee ho:usinQ units to be loceted on ffie PuDItc wotKs
sne.
Attached to this tetter is a memo which went to the Planning Commission dated August.ll, 1991. Please rsview
iiin-ii6Iaii, .d.61irdie. {e.diiSdibti,i:iis ieg-arbind's-pec-iiiC retuiiements pertaining t6 details of the site, such as
lighting, parking, fuel tanks, etc.
Thank rou lor vour cooperation in the review of this proposal. I look fonrvard to working wt-th yo.u and the rest ol the
PtEiiC Stoll<s dtaft'on ifie imptemehtation ot pnasers't aird ll, as well as the developmedt of the housing.component.
As the PEC mentioned. this site provides an excellent location for seasonal woiker housing, ano we |ooK lorwaro
to working with you in providing'a solution to this problem.
/*/r+,1
#t susan connetlv
Bob McLaurin '
F IL E COPY
Department of Community Development
Sincerely,
{P'"no"o'uo
FfLE C$fl:,
TO:
FROM:
DATE:
SUBJECT:
Planning and Environmental Commission
Department of Community Development
August 14, 1995
A request for a conditional use permit to allow for an addition and remodel to the
Town of Vail Public Works Administration Building and a remodel to the
Transportation and Fleet Maintenance Buildings located at 1309 Vail Valley Drive/on
an unplatted tract, located north of Vail Village, Eighth Filing.
Applicant: Town ol VailPlanner: Andy Knudtsen
BACKGROUND:
The public worl€ site is located in the General Use zone district. In this zone district,
there are no allowed uses and all structures and uses require conditional use approval.
In 1993, the Town hired RNL Architects and Morter Architects to design a master plan lor
the public works site. The master plan was reviewed by the PEC and ultimately approved
by the Town Council in 1994. lt was determined at that time that as each phase was
being prepared for implementation, fte Public Works Department would present it to the
PEC for conditional use approval. At this time, the Public Works Department is
requesting Conditional Use approval of Phases I and ll to be constructed in 1995 and
1996.
PROJECT DESCRIPTION:
The Town of Vail Public Works Department is proposing two expansions to existing
buildings located in the Public Works complex. The expansion of the Administration
Building is required lo consolidate the Engineering Division and improve efficiency and
service to the Town staff and the public. Expansion of the Transportation and
Maintenance Buildings is required to accommodate the new 40{oot long buses being
purchased for use during the 95-96 ski season.
This work will be broken into two phases. The first phase will be completed in the late
summer and fall of 1995. The second phase will be completed in 1996, Phase one
includes an addition and remodel of the Administration offices. The addition is
approximately 2,000 square feet. Phase I also includes new electrical service to the Fleet
Maintenance Building and the upgrade of one vehicle maintenance bay to accommodate
repair of the new, longer buses.
Phase two includes additions to the Fleet Maintenance and Bus Barn vehicle parking
area, vehicle wash and fueling facilities, driver's lounge and loc*ers, vehicle body shop
and chassis wash bays, the welding shop, and the vehicle repair bay. The additional floor
area is approximately 13,700 square feel. The existing tueling station and the existing
bus wash will be removed.
il.
ilt.
A.
Since the PEC worksession on July 1 0, 1995, staff has reviewed the items that were
raised by the PEC. Ol all of the issues which were identified, staff believes that there are
two signilicant issues. These include employee housing and adequate landscaping.
Staff's analysis of all the issues is provided below.
REVIEWGRITERIA:
Consideration of Factors:
1. The relationship and impact of the use on the development objectives of the
Town.
The purpose section of the Conditional Use seclion of the zoning code, Sestion
18.60.010, states hat:
'Because of their unusual or special characteristics, conditional uses
require review and evaluation S0 that they may be located properly witr
respect to the purposes of this title and with respect the their effects on
surrounding properties."
The purpose section of the General Use District of the zoning code, Section
1 8.36.010. states that:
'The General Use District is intended to provkle sites lor public and quasi- '
public uses... and is intended lo ensure that pubic buildings and grounds
and certain types of quasi-public uses permitted in the District are
appropriately located and designed to meet the needs of residents and
visitors to Vail, to harmonize with surrounding uses, and, in the case of
buildings and other structures, to ensure adequate light, air open spaces
and other amenities appropriate with the permitted types of uses."
Staff believes that the expansions to the Public Works facilities are consistent witl
the goals of these purpose sections of the zoning code. The buildings on the site
are public tacilities and contribute to the Town's etfort to meet the needs of
residents and visitors to Vail.
2. Effect ol the use on light and air. distribution of population. transportation
facilities. utilities. schools. parks and recreation lacilities. and other public
facilities.
Statf believes hat the proposed improvements will have positive effects on the
criteria listed above. In particular, the proposal will have a positive aftect on the
transportation facilities of the community.
3. Etfect uoon traffic. with particular reference to congestion. automotive and
pedestrian safety and convenience. traffic flow and control. access.
maneuverability. and removal of snow from the streets and parking area.
4.
Guest parking
Staff believes that the aspects of the proposed expansion that relate most closely
to the criteria above involve tratfic flow and parking supply on this property. The
consultants for the Town of Vail provided an analysis of the demand for visitor
parking spaces (see Exhibit A, memo from Chris Hedberg, dated August 1, 1995).
Staff believes that the fhr6 nily visltor parking spaces are appropriately located
and will adequately provide for the demands of the Administration Building.
One detail that has been successfully addressed is the cufiguration ol the
entrance to the handicapped parking space. The plan shows that there will be
greater definition to this access way than the current situation. The plan calls for
landscape areas on either side of the access way which will delineate it from the
rest of the parking area. Staff believes he improvements to details such as these
will increase the aesthetic quality ol the site.
Effect upon the character of the area in which the proposed use is to be located.
including the scale and bulk of the proposed use in relalion to surrounding uses.
landscaping
Staff believes that one of the most significant issues regarding this proposal is
screening the site from surrounding uses. Specifically, statf believes ftat the
berm between the Interstate and the Public Works site should be heavily planted.
This berm has been planted with spruce in the past and at this time Pubb Workr
willbe aqmenting he exisdng landsca$ng wih the following:
'29 - 6'tall Spruce;-82-TgallonAspen;
.82 -10 gallon Aspen;.48 - 5 gallon Serviceberry; and
'23-5gallonSage;
Statl believes that the additional spruce, aspen and shrubs will add variety and
result in a high quality appearance.
In staff's opinion, the landscaping on the berm adjacent to the snow dump needs
to be increased. Statf understands that there is no need to screen buildings or
equipment, as there is in the other portions of the site; however, the landscape
transition from the existing berm to the snow dump portion does not work well.
Statf believes that the 29 additional spruce should be added to the snow dump
portion of the berm to create a smooth transition.
The amount of landscaping around the Administation Buildirq is excellent, in
staffs opinion. The planter box areas willircrease by 260 sq.ft. Once the
proposed plan is implemented, staff believes that the site will be sufficiently
planted. Other Conditional Use requests in he future should not be required to
add landscaping, as the amount reflected in these drawings is adequate
(assuming the transition along the snow dump can be improved).
Lighting
Staff worked with Jennifer Decker, an architect with Morter Architects, and drove
the neighborhoods around the Public Works site in the evening to identify the
lights that create glare from the Public Works site. A lighting plan has been
provided which addresses all of the fixtures that generate glare. Some of the
proposed solutions to he glare problem include eliminating three Town and
Country lights ard replacing hem witr fully cut-off fixtrres, replacing the exisdng
sofl'rt lighB with can lBhb ad ellminatlng he wall pack fixtures on the bus wash
(when the bus wash facility is removed). Stafi believes that the lighting plan has
been thoroughly addressed and will significantly improve the appearance of the
site from adjacent properties.
Details
Some of the specific details that have been mentioned by the Planning and
Environmental Commission in the past include signage on the Frontage Road and
unifying the roof treatrnents. The applicant is proposing a sign as part of Phase ll.
This will be reviewed by the DRB. Concerning the roofs, the applicant has stated
that all additions to the fleet building will be designed to match the existing built-up
roof form. The material of the roof will not be changed at this time. ln the future,
Public Works will be making the rool materials consistent, as maintenance is
needed. The roof or/er the Administration Building is proposed to be a standing
seam, green metal rool. This is significanfly different than the other roof material;
however, stafl believes that differentiating the Administration Building from the
shops building is appropriate.
Other lactors as the Commission deems applicable to the oroposed use.
At the PEC worksession, there was extensive discussion about salety issues and
employee housing issues. Staft believes that they most appropriately fall under
this criteria.
Housing
Concerning housing, Public Works is not proposing to add any additional
employees as a result of the proposed addition and remodel, and therefore,
cannot be required to provide employee housing as a condition ol the Conditional
Use Permit approval.
Three employee housing units were specified in the original phasing plan, as
detailed in the 1993 Master Plan approved by the PEC and Councit in 1994.
These three units were to be completed as part of Phase I or Phase ll. At this
time, Public Works has designated an area on the eastern portion ol the site that
could accommodate up to twelve ernployee housing units (900 sq. ft. each) or up
to 10,800 sq. ft. of employee housing. Public Works is committing the use ol the
land and will rely on others to create the product.
Staff believes that it is important to keep both the expansions to tl're Public Wofts
facilities and the proposal lor housing moving. Staff believes that the Public
Works site is an excellent location for housing for seasonal workers and has
discussed this concept with the Director of Public Works. He has committed the
resources of the land to this effort. Staff is confident that a successful housing
development can be created here. However, the time required to analyze the
B.
options and determine the best solution is significant. In order to keep the Public
Works projects on schedule, stafl believes it would be most appropriate to
approve the requested Conditional Use with the understanding that the Town of
Vail statf will work, in conjunction with consultants as needed, to create housing at
this location or an equivalent elsewhere,
Hazards
The first safety issue deals wiilr the rockfall and debris flow hazard. The architect
and the consulting engineer have redesigned the proposed debris flow channels
in such a way as to reduce the amount of hillside disturbance. No existng trees
willbe affected. All regrading willoccur on the Public Works slte. Art Mears, the
Town's hazard analyst, is presently out of the country and was unable to review
the drawings. Staff would recommend that prior to issuance of any building
permits for the proposed improvements, that an updated analysis by Art Mears be
completed verifying that the proposed design is sutficient. lf any significant
changes are required, a return to the PEC will be required. Staff believes that in
addition to looking at the amount of disturbance to the hillside, other issues for
Mr. Mears' analysis include identifying the location where the debris flow will stop,
how it will be contained, and how much of the Public Works site may be covered.
A debris flow map at a scale of 1" - 50" must be submitted prior to final DRB
review to fully to understand the impacts.
Underground fuel tanks
Another safety issue involves the new location for the underground gas and diesel
fuel tanks. There was some debate as to whether these should be located above
or below ground. The applicant has researched the codes and provided an
analysis in the memo attached as Exhibit A. In briel, underground tanks will meet
all standards and will actually be safer if located below ground. Because the
debris llow channels are in the vicinity and because there is significant truck traffic
around the tanks, Public Works believes that locating them underground will
reduce the risk to the tanks.
Findings
The Planning and Environmbntal Commission shall make the following findings before
granting a conditional use oermitj
1. That the proposed location of the use in accord with the purposes of the
conditional use permit section of the zoning code and the purposes of the district
in which the site is located.
2. That the proposed location of the use and the conditions under which it would be
operated or maintained would not be detrimental to the public health, safety, or
wellare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use would comply with each of the applicable provisions of the
conditional use permit section of the zoning code.
IV. GONCLUSION:
In conclusion, staff recommends approval of the Conditional Use request. We believe that the
proposal meets the criteria, as addressed above, as well as the findings. Specifically, Finding 81
is met, in staff's opinion, as the proposed use is in accordance with the purposes of the zoning
code and the General Use Zone District. Finding 82 is met as the proposed location of the use
will not be detrimental to the pubic healfi, safety, or welfare. Finally, Finding 83 is met as the
use will comply with all of the applicable provisions ot the zoning code.
Therefore, staff recommends approval with the tollowing conditions:
1. Prior to review by the Design Review Board, the applicant shall:
a) Amend the landscape plan, adding sufficient spruce and aspen to the
snow dump section ol the berm to create a gradual transition from the
older section of he berm to fie newer section. DRB shall determine it the
landscape plan is sufficient to create a successful transition;
b) Provide a map of the proposed debris flow grading at a 1:50 scale;
c) Provide details of all proposed lighting fixtures.
2. Prior to application for a building permit, the applicant shall:
a) ProMde an updated analysis of the hazard mitigation by Art Mears,
specifying that the proposed plans comply with he TOV standards and
specifying greater detail to cover the questions listed in the memo above.
t\drctyoocv.c\m.dr6\FDlicwt!.tl 4
Exhibit , meno ftom Chris H.dborS d8tcd 8/l/95
75 South Frontage Road
YaiL Colorado 81657
970-479-2 I 3 8/479 -2 I i 9
FAX 970479-2452
TO:
FROM:
DATE:
Department of Community Development
Andy Knudtsen/Planning
Russeil Forrest
Aug'.rst 8, 1995
SUBJECT: Public Works Jvlaintenance FaciliW Remodel
After revieu'ing the submittal for the Public Works remodel I u'ould strongly recorrsrend the
follou'ing:
l) All fueling tanks sbcultl be above ground with secondary containment large enough to
accommodate the rolume of product stored in the tanks. Above ground tanks are much safer
from an environmental liability stalCpoint. Above ground tanks must also be protected from
vehicular impact.
2) All containers (Magresium Chloride, Waste Oil ) with hazardous materials or waste must have
secondary containment. For example, the u'aste oil container must have secondary containment to
contain a complete spill of that container and also to accommodate a20 year rain event.
3) Drainage from the Town sbop yards run directly into stormwater drains that discharge into
Gore Creek. I u'ould strongly reccmmend tbat a containment system be created (similar to VA)
that would prevent spills from being released into Gore Creek. VA has instaled a petoleum
separation device in their drainage system u'hich siguificantly reduces the risk of water
contaminated with oil or fuel frorl escaping tbe maintenance area.
4) Based on input from G:eg Hall. the interior drainage system goes into the sewer. Upper Eagle
Valley Sanitation District rnay require a grease tap to intercept as much grease before entering
the sanitary server.
{2 "'*uo'u"
HUG AZ '95 AS:ZlPi"i RI.IL
]5ETORA]{DUT
To: Andy Knudhcn
Communi! Devdopmsnt Drprrfnrnt
Town of VelL Colondo
From: l0lr Hrdbctg
RNL Dedgn
D.h: Auguft1,19e5
RG: Torfir of Vil D.patlmnt 0t Publb \rtorka
R..ubmithl br PEC/DRB M|.ting.
U_L5r
tttt---- |
:I!! RNL DESIGN
AncHmcrunP,,
lNt|ntol DBgtctt
unuN PlAttll,l$lc
Thr hllofling Inhnnalion $draacc| oommcntr lirrn hr July 10, legc Plc wortrsrlon fi ouuincd in
your mcmor of July 10 and 20, 1905. I bcliovc wr hrw ddrrrred rll d thr |rruc you hrvf nLod,
Phrrc contscl mc lf hrn lr rrylhlng rl|r *r m.d h dlrcu!!. V\ra hok hnruU b pnocding nlur tho
prol.ct
Reqponeec b ,btrrot ,aird tn your Jdy N nmn:
A- AdmlnLir|tlon E tfnr$.rou..f h
The propo..d.i!. uorl [roci.bd rri0t Urf AdmlnLh0on Building |ddlth|t providO fwr (5) nrw p!]kine
sprcrr iu3t qd of lhc ncw cn0mc. rhir. Thh pttdng will br ]Trrrd b guubfiiUb conrlng to hc
Administration Buildiq rnd trril br rlgnd mdlngly. Truc 'gua$' b ttr f*ilW ar not abundmt
Moct tnlfrc b Pubfic $6fir h by PUUF Wbtlo .mphy.a. drdng wlh rdminidnthr beuc, l.r. ttrr
crds, psymll, lohcdullng md mcctlngr with |dmhl|urd!,r rlrfL tlon-PuHlc tllbtfr rmpnya[ comltu h
thr bulldlng lncludc conhrsrtoa dcrlhg wltr rord con!truc{on pumih tnd othcroomtlcdon coodinrtion,
3tetf from dhcrTown DGpadmcnb, i.c Poli6. Comnunly Dmloptnrn! Tnnrportrlion dolng burlnrcr
wih Public Wbrts Adr{nbtrrtion, prorfrubnd conruftrnb, rtd vrndor vblllng hr rltr for thc flnt tmc.
Vlcitoru rnd vrndon .lto go to th. $opl bullding .nd prt ftrttft r srd 0n thc tih one thry bsrni
acquainted with thr dcprilrilnt ddt rnd lhrir offla locrlionr.
Wlh the excrptlon of mrtlngr, lt lr uncotnnron b h|tt mon then t*p b 0lttc vhfh|l h thc
Mmlnletrrtlon BulHlng d om llnr. ln h. Gnnt of llrgo mlf0ngc In ha Conhruno! Room. r mrximum
of 1 0-12 proplr crn br eccommodebd. ThL ia ganar'rlly r n{,( of PuHlo lr\hrlc mrployrs rnd vlr}bn
liEtsd rborrr, ll prfiing hr motl lhrn llvr 6r b ilqulrud |t thcar tlma. thoy iln t||r rproc fudrr |rrt
rlong the hill.
One paftlng rpace har aho brcn popor.d rt lha antranca b Fubllc l/Uorl<r for hmdicrppad prrronr rnd
ahod brm d.liv.ri.t, i... prprr goCt, rGnding ahcK cb. Thb aprcc la cxpccbd b br urcd r lhr limra
on busy dayr, but oftcn rum.in cnuv,
A paillng enelyslr compbbd lbr rulf prrklng In thr Admlnlrtrrdon Building lallorc on thc nad page, Thc
anrlysis wrr donr whm thr modulrr rdditbn wrr bdng oonrldrlrd, but if dill vtlid in termt of numb$ of
employrrr, Tho rmpbyn thrt cunrntly pril vrrrt ol hr bulldlng .t th. bp ot thc hlll will nrovc down
elong thr brrmorrutof thrMmlnirtrrton Bulldlng. Onor Phrr llir compbh rnd 0r fttcl irlrnd ir
nlocetsd, rdditiond prtting will br rvrilrbb rlong hr brnn
A PnotPSFloNAL C9R,IOR^TION
:ffiH$88crnrz|
I''! SE|I'ENTEAN{ TRtlI'
sxlcotonADo
e@
^
HlMllt OFntE
r1!!t clc J'j kjf ; ciii'i |ai l!o l.r' 2b
off,tcc
Grcg HaIl
larrl l4artlnes
Charlia Davis
,Tortd Otrpanhcl'raer
Greg Barrle
Futult Eng. Iaclr
Currqr.rlParkinq
DW AdnLn Lob
Eesn rcroEs
But- Blrn
Bc!1n tcrogsBut Barn
Bcrn Acroos
BUE Barn
Bcrn Acrocc
Bus Barn
N/A '' .
l.ftter +ddttlon
elong htll
Sarne
Sanc
Sarie
Sane
East along htll
East
from
frorn
fron
fron
Nct Lncmrsc ln cnployccs - (1).
Adequate cnp19y99 ang public p3rhlng exl.sts go Che eest (along
berm (5) and hi.II (N) ) and wcst (llong bcnrr (s) ) of the p9|
Adnlnlstratlon 8ulldlng Lo accomnodatC the proposect noduleraddltlon, Durlng the paet ycar, the pollcc deparinent has beenp*rlfng -approxinately (f5) vehlcles aiong the -berrn easC of thcAdnln. BIdg., while consLruction aonglnucs-a! the \tpD. The policr
D.partrnenE anticlpages rclocatlng their vehiclee bach to thelr orrnparklng- IoE wlthin the month. - thcre was arnple parklng Epac.savrllablc cv:n with the acldltlon o! the pD vrhl-clarr thcretor-e thenodular addltlon porGr vcry llttlc tnprct, to on-eltc parhing.
HLr6 Aa 'Y5 E5:ZZPfi Krir f \rl '{us5aU ttatItattttrtttl
Er-UrElr
gtnc! th. Juty 10 PEC wofi srhn, UF d6lgn hpm lhng lth Pubtovbttr h|t strdld rlt mdh,ro h
hr odgind rqndlng propcrlon hr nortr dd. of itr.|tr. Th. rwhrl trlpord dhtutbr mtnh lcrr
ror, ind b srlfy conhincd u,fhln hC Puulolffolfil pPp.tty llnr. 9.. thr Gndlng rnd 8b Pbnr |t
l'.2O rcrb fpr thr rlrrl brlng ngndd. Thr nw tCtmr mkr na d h. od.fing dlhlt llld b.nt
rpfining lt inb t*s ltar rnu uound thr Adtnhbhthn BulEhC ln Ph||c I, lrtd odrndhg hr ditdt rnd
bcrm b tttc wtat In Ph|.a ll. A, wa dl&uraad, ue wlll mlk thr !|ir wlth you !o you undtnbnd the
rmount of dirbrtrto, and u,t tt{bllr th. .lf, for PEC rnd ORB mrnbn b wrll(. Al rtrrl 0t
dltfrrrbrnc. [ril br n-vrgrbbd *th tdtn mrbfib drfirb th. rofiUlg d1nt mix lndudlng eilftt ,
rrgr rnd wlldflowrn.
G. LrndroeFlne
Th..nh.nod hnd.€plng dong th. bfin folh,f guHdlni oltrbtrhrd ln thr Toryn of Vril lrndrcrpr
lmprotGmcnt P1m omplGbd h 1969. tmd|a$Lrtg wfl b.dd.d b lI h gpr brilrrn odilhg |pru6
trrl rnO ghn I mn rrltrnl rPprrnncr b thr pbntng, Arpo rnd nntlcrbatfy ulll ba rdthd b*tfacn
rnd down ihr rlopr fiom thr $fl.Er. tow|rgroulng a.et.tS nbllbmah u,il !a r(ldaal to Plwida firthtr
colof b th. hllbH., D..d ttlx rh|U h. mow dump wlll bc nrnod md nphnhd wltfi non{pruc.
weatdon |'ld ttcr. sac tr. crmnt Liltro|g. pl|m by tubllo twortr forhr prcpord phntlng dong
thr brrm.
Ttr Lrut ngrrdlng 'm nd brl' of phlfi rnr lr I nillt of thf damofiUon fid mw aon3lnn0on rt tht
Adminffion Buildhg b gr+hlcrlU aho$l oft lhf &olttd plm. Ar $o{rn, $f air PePo.hg b
dfmoll3h h. rxbting plrnhr d Utc butding dfy (210 t.f.), k .p tht .|d|ftg phnbr m hr muh rldr ol
thr bulding (88 r.l,), md rdd ltO r.f. of phnLr g| thr vnrt, ra$ rnd rd rlc. of hr buldlng, A ncue
320 r.f. phnbr lr brhg rdd.(l .dFnnt b th| hrndlaep.d prfing r|t , Th. rut hcf..L of phnbr rnt
b 2C0 3.f. Wb Ttlll r.loorh ho hL qrmnty ln thr lxuing pbntng rrrr b thl nrw PbnU'
HUG ritz. 't5 rA5 i Z4Prl khL l,'iSit:io
As a rceult of thc visqal survcy perfotrtrd by younelf (Andy KnuHsen) and Mort* Arshitcds, . tib plen
hes bccn pr.pend which atldrcesct thc issue of 'problem lights'. Problem ligtrb rrc dcfinrd ls thocc
which art vitlble ffom tie residenfial neighbortroods on the rouh skJo of l-70. Rsbr to th. Lighting
Layout Plan plen for thc bcation and propoaed solution br the'problcm Iights'. Follfling |tr cut thc.ts
of he proposed llxUrc fu he Eplac€ment of existing lhturcc rr wcll fi mw fildJtra.
Another iesue rdrtivc b tlre vieual ifipact sf thr prcJrc't le roof rnaterieb. Wle have mde a significant
effod in thc dceign of lhis pmiect b unify roof rabfials and rmf fonns b minimizc he pobntrl ftr e
'hodge podgs' |ook tp re€ul[ lt is our intent b odend hG rouilrm rmf of thc AdtlfnEtmtion Building b
the trest and reloof the entirs rcof (old and ncw) to mrk I look unified. We aru prcpotting a dafi grcen
stsnding scrm nrchl roof. (Srs ailedl.d illikling chretion.) Thc Admlnisfation Buildhg oununty hrs rn
.rEhibctunf idmtlty which b difrr3nt trom tho maintrnanoc bultding. This is a desiEd slturton. Tho
additionc to lhc meinbnencc building will have a built+p roof lo mteh tho cxisthg but brm rcof, (Scc
rtbch.d clcvdion.) Wc eru not prop$ing h rs'rcof s€c0onc of lhe shops buiHing b unily .$thg nrof
cobil, but this could be dong when re-roofing lor mhtsnancc lc rcquind.
F . b.' ckJ
aaa!ltt!Itttttll
t-r!$ tJc J: U;J. C,Cfl t Rt\L o ll.'t 1 F . L-iT ZE
lltratl!ltttrat,
E. Employ.. l{ourlng
The plans shd, the pmpos€d locabd of hflBh,e ghrdb type enrploycG houdng unlb. Thir work cen bG
compbbd w{rmmr llnrncing F avallrblo, Nnd L not crrrrunty linl(.d udh any other conefiuctign on th.
Pnbllc wbrlc r|b. Publb urod(| ir ormn0y oalodng dt\r.lopmilt and lnardng optons br hG
f,nployr. hdlrlng with youE lf ilrl lhr Town councl. Publh $rbrfts wlll keep you hlbrmcd of trtrp|ogruc in lh| proc.ra.
There are a number of decl$ and rile sgcunty brucr wlur thr con{ilnrtlon of houeing and the publiq
ltbtlts hciliticr. A nlonrbb numbrr of unfb it lmpoftnt not b orcrhr( thc tight enbance b he cib, or
inroduca pcoplc on thc sltl sho wouu vlobte Rrbllo lrlbrks' lbottc rnd rrEldt. lirdr st th. .xicting
o&loor sblege b non*ec,utp, and wl rsnrln ro. Thnr l||rn n ad b b.
'lvicwed
in ttcbrmining the-
numb.r ot unib and lslbn of unllt b bG dar.lopcd.
F. Envimnmrntrl bruc
It is fre recommcndaUon of hc dceiEn brm thrt th. new turl bnks be sbrud undcqmund in the looatbnshwn on he sltr phn. Thc dcci*on b locrto Ula trnlo urd.rgiound wes mdc tor-thc tollorying resons.
1. Aoooding b lhc Unilbrm Firs coda, ch|' | (grtofirr) md Gle|r lt (d..eD tb|age hnkg
rtull br bc.bd und.o|b|rnd unt.tr it a lmpilcticet or thcra se ptopqty 6r buldinE
limibtlons. (Scc atbdrc<l optto of code.)
2. Typicelly, l..kr hrt do oeur with un(l.'3rouml bnkl ocqrr h lhc fipng. not ln he bnk. $de
are proposlrlg a doublo walled llberglue hnk trat nreeb dlgrowming rhdrrdr (rcc
atached oJt ch6b)- Locating $c bnkr $ovu glu,rno wouE nquln tongcr sngirr ot
undaSrcund piflng incrrering th. rhk of Ltkrgc. By loceting lhc bnt$ whers w€ hwq 0re
lcngth st pip. h.r b..n manimizcd,
3. tf the ltjCl bnks trr't b bc locabd cbove ground, t|gy rculd h.v. to b. loc|t.d b ulc rrer ofhe site wtrich sib at the base of I lsgc, rEcD hill. lt ir our ophlm thet th. fiek of darmge b
he hnks duo b hlling dcbdt liofli thc h$l lr fr gnrbr b.n tttlt.y wctt undcppund,
4. Abovc ground tankt on thc noffr gide of the hdldhg rculd abo b€ et rbk bqcrur of thrpobnfnl br iae build+p in rr ena wllh rignifrcrnt hdr trfic. tt b our oplnton ilrd 0tc rbk sfdrtn gf b h. bnkr dur b tnrckr Ckllng on h. b frr gGabr if hey a'3 abow gmund nther
lhan und.rgDund.
HU\' Ec ll 6f ; 4bil l krtr r/L5i \rr r
$Dlvlsioh lXt'
" MOTOR VEHICLE FUEL-DISPENSING STATIONS
Gcnml i
Scc. DJ0f. (r) ApPlicabl[ty. Aulomodvc, marinc rnd rircnft ootor vchicle i
fucldirpctring sbdiis rtnU bs in tccordaacc with thir division. i
3't6
Ir
i
tI
(b) Bultt Plrnf* Motry vchiclc fircl{isp.nsin! ltrdons rI€ prohibid rt hrlk
Plrlr unlrrs $€h usc lr in complirncc widr the provirionr of dric divirion rrrd ir
comphrly !sp($rd by a fcncc or similu burirr &oa tlrc eftt ilr which bull
ogcndoos rrc conductad.
(c) Sourcrs of lCdon in Vdit'lc Lcpeir rul Fucl Rcccivirg Arcc Snok-
iry ud oFt tlrrmr rhrll bc prohibitd in rrt$ u&d for son/icing inwnrl com.
burtion anghc rnd rrtrs rylurc finl i5 rcrivcd
* Stongo "'- Src. 79,90|?, (r) Gcocral Clrrs I liqrd& dul be rromd b clorcd colrrrincn, or
h onfr bcrfd undrrgmurd c ia rpccid artocurtr ia *cqrtqtcE wldt S*dorl
79.9@(clCturtr urdOerr E:A lhui6 ctullbctqodircooeilutr otinunts
larEd uldc.Foood or in rpacirt i:nilocirru'h &ccNr&do -i6 S*doD 79J@
(c)'
A conncetion rhell not bc firdc bcruscn |tr tbovcgrilld rrn* rnd u urldcr-
ltound unl.
Ponrblc anct rinip{nrblc nnks mry rc,nrFrutly b: used h conjunction rrilh
Oc tlispcnsing of Clasr I, I or m-A Uquidl inro drc fucl rgrks of moor vchiclcr o,r
odq nolorizcd equipmcnt on grcaiscs nor uoimrlly rcc$siblc ro thr public
whcn rpfrlrv?(l by rhc chtef.
(b) Ctrss I Liqui& ir Eerolcatr or Pl!s, Ctrst I liqsids shrrl 66 fs s1-.6 ot
ulrd within rbuilding hevhg aharcment orpi3 hlo shicb flrnrnablc vr,pon could
Ervel, unlcr! such araa ie providcd with vqnrililbn d$iged o pravcnt drc rcct
nuletion of flunmablc vrpon thccin
- nlc) spcilrt Emlq"r.tlfuwb'cn brolrtion of tutr in mducc with Divicion
VMnpncrkrlocbtcrirc ofprqirty wbutlitrg liliitdms, rrtrb for CLss I, II
79t0t.tr.9@ 1991 UNFORU FIRECODE
or Itr A llqui& art dloecd to be hlnllcd in buildinfs rr followr:
L Ts& shdl bc iu*allcd ln ur caclocnlt whici ir liquid tight, v.por ti$! rnd
wirhout brckfrll Luitlc.
2, Sidcs, bp llld bolom of thc cochsutc shdl bc of cinforEd concrEtr rt ls|sr
6 hchrs thick, widr opaning for lrupccrior tbrouth tlc roF ont''.
3. Turk connccrioru $rll b. pip.d or cloccd ruch thrt ncithcr vrpon uor liquid
611 9361p into the cncloscd rpacc.
4. Mcrnr rhell bc providcd *hcrcby porublc:quipmcnt crn br onploycd ro
disehu3e o 0l3 ouEidc.ny vrpoE which mi;ht rcdunuLr. thould lcrl$r o3c{r.
5. Tlalc ontainin3 Clus l, tr or Itr.A lhuirb shrll nol cxcced 6,000 3rttolrs
individud or 18,000 tallorts r;gltlrrc,
(d) Storu3r iwid. Buildlngr, Ouc I,II or III.A ltquids Etond isddc rnoror yc.
hictc fucl{i$pcffiru $crtion buildlnBs rhall bc h rpprovcd conrainm rnd in rc.
cotd&cc wirh Sccdon 79.?qL
(c) Mriabnucc Tertbg lJ|Id(icctisi deviccs chrll bc rc$rod rnnudly by
dtc owrcr orocruput of tba pnopcrty on which rhcy rc locarcd Tc& rc$uttr stdl
bG maiillrin d or rhc prcmi!.! Jd rvrihblc b $. chid upo! rrqu6r!
(l) bvmtory ConttDL Accur r ddly invcrtory ncodr ghrll bG ninhincd
and trconcilcd on Clrrr I, Ch.rr lI rnd Cllrs III.A liquid stongc tltiltr for irrdicr-
316
IrUG BZ '95 E5: ZgPll Rl\L DLsl\'l\
JUL A5 '9/4 Ag144 t* Fll CUI.ITRINMENT TX 449 E5 ?#5
A !p6d!t tu lrrt g.oardrn rl rrquicrt tor- Doobllrt,lil Fhcrglaar Trnkr For
(buollwall tarl(3 irst (b rrot inckJdc facbry FuGl Stor.go ltod.l Dfyf-Typc I
hrrrfled rntitrccra. A rpaahl rr Lal firtLfi, Sprcificrlionl Shod Fcrin
B r;i9pad rvrlh lha l|'!rq Fiba,gL$ t.nl(6 Tha carlnctor lhrll prur/irtc U.L hbaLd
nurt bc po$udzcd rrnd inspaclrd lor lreke trrodel I}|^fI.Typr ll douureflx lbergl.|r
rtrll:gl;wzz P.ai;d; '"rtr h5blbllon lnrtnr3u,onll Contreclorr
gbst hnks $/Gra mt drmlgcd in rhipmrnt bnkr rh be lrunstr/oE ad by Flrrd
ll3tng 8 cortrt w3tcr solu[on, Leekbslitlg
prior b InsElhtiofi hclp6 inauil I1rt l,ibcF
lf lha doublludt tank3 ar. slrlpoctl wh ho
torylnetrlld nrodlotf€ luid. I titrpliligd
iohllL hy{r,ostafr tcsl proccduc can bc
ured,
tnshlLlion fof doubla-wdl E tkr i5 simihr to
t|a proc.dura lgr sit€tc.urlll tftk!. Fluld
Conbinfirnt rcquircs pcr gaval 0l crutlLd
stonc bacKill rnacisf pas grrwl b e natu'
rary oundcd aggrrgrte nnging fron rrtr b
E4" dim.hr. Walhrd cruthld stfi|G (1/8'
lo l.q diarnrtco mcdlngASTM C€g mly
bt u5.d. Ohct brdllll mllrtirlt mud not
bc uscd wlthout consr,{[n! nuid
Conirinmrnt lor wdttan rppmral. A mini-
mum qt 12' bcErfl b.dding b r.cded
bcrween th! lank lnd thr rxcavdion botbm
or @ncrcta .nchodng pad. ?ankr rrust not
be installc6 on lirnba]l, barms or c.edlgs,
'tl tn. Hydrostatic Tlnk Monibfing st!tsm i3
activarcd by filling at thc jobrilr, lhe tatrx
cavry musi bc ffllcd oy pounng rte rqdd
i^to lhg cavity. Depanding on locll climrtr.
use ED water or an accagtsbla lntilfaata
mixtlfe 39 the moniloting tluicl.
All Enks must bs ven{ed rnd irc inlendcd
to b€ ogs|al?d wiUr fluid in hr tEnk no hiElii
er thln the iank lop. FrbrrghsS tr (s ara
designed for operalion al Slnosphenc
ssr'e onry, excepl whan uslng vt9ot
systgmE, grovtded rhe p.€s3uru ol vacuum
docs not Exceed 1 psi maximun on 'nt pd'
nary tmk OvcFrassurizing ol lhe Primlry
t3nk wjtl result in tank lailurc. Thc
cevity barwcen lhe inncr rnd o|J"cl l|aK
must b€ vented indcpcnde ly |tom the Pt"
mary Dank
For addilignal d€t1ilE, fequcsl
Tank lnglrllalio(ls (Ruld Containmc Pub.
No. 63O4). Properly in3taltcd, tibaqlalt
underground petrolcum $o?agc l.nl(8 cin
p/ovide cxtanded lcrvice in 3lcting Pcttols'
um producB without coro3bFcaused lcd€
and wirhout nanle|ranc.,
Flr.,id Contrinmenl ftrrinn'ns a liadng gl over
2,000 indcpandanl @ntnrcbtl who naw
recaivcd aducrdonrl matcrdJr ttom Fluld
Conttnrncnt co/cring ht ptopcr instrlLtion
ot undgrground trbergllrs hlnk!. On
rcqucst, wc can povida nlm.3 of cd'Jcrrd
conutckttt.
undcrground rbrrga hda ia rlzaa rrid
vith idng6 er rhown on lhe dEwingB.ltr
Cdlhinm.nl.
T.,*s $rll b3 t 1.d rnd irlJlrllcd wlh p.r
grrvrl or rppovcd altrt4tatc brckflll mEb.i-
rl rccordin! 10 ha curTanl inr|all|lon
lmrucrions (Flurd Contrinmcnl Pub.No.
€304) providrd with tha htilc
Long furml S.ction 1!200 Guidc
SprcMcation FluH Contrlrunent
Doubldryail Flb.rglt!! Rdntorc.d
Poly.3tgr Unctctgtound Storrgc Trntc
Prrt I Gcnrill
1.at R.E|',d Wqt( S!'''tflfd ln Orr'''?
Srct,onr
A, Casrin-Flacc Concrutc: Scclion 03300
8. Andror 8o16: Srction 091,01
C. Pluuc Pipe: Scction 15081
o, Liquid Lewl Gaug$: Stction 15174
E Othsr Flehbd Woft - luch a3
and Boilrr
1.OA Sebmittalt:
A.Shop Dratrln$: Contr"cbra rh6[ sub-
mi!-clpies ol shop drrwhgE tor aaclt
turk. D,awinqF shdl indudt rI c.iti6l
dimansions d rhovv tocafoni gt lll 6t'
tngr rric ac$$origt, i..., manwEys, L+
dcrt. hol+dorn slrlPs, l|.ati.E coilt, rtc'
l{rfcfilt 0l con urrc|jon rhill bc in rccor
durcc wittr Sccdon 1.02 ol ihic rpocllicr.
tion,
!. Brdog mr: comrebr shan $bait-
cotic! ol o1.^uh9lut3/t lilcrlutr.
c. crrtt{tdtion Fltt r U.L. lrbcls sh.ll b.
atlixad !o .ach unk'
slt [ luboit _ |&ies ol ,mnuhctJ6/t
h|Gsl inslrlhdon irt|fuc[on3,
E Cdlbndoa Chrrtr: Contncd6 $r! 9!b,t{
-coplcr
of marula€lurGt t llaat CtF
ibn[on chej1r,
Pl't ll Productr
20t l'pttbl'-1/on Foc4gfass UnC'trgto{u/'td
SE ',gtTtnluA Lotding Coadldonc - T.nk thall m|ct
thc bllowing dcslgn crit rlr:
1. Etdtntl hydruttlic ficrcurc: Eurlcd in
gtEund with 7 ot owr budcn o\'tf thr top ol
t|. unh, thr horr fulv llooded and i.Lv tector
ol 3l agelast 9ana6l biuckling, '
2. Surtlc. lords: When inltel|ed .ccordng to
m:n rladu rs/s InsElation hsbucdoflr. rnkr
rvt wiln3brd rurtacr t+?0 arlc lorfi (92,000
lbo./.ft).
3, IntrmEl load: Primary ano racorrhry bnks
ilr|I rvihOtrnd t pri rir pcsrur: trd wih 6:r
rr'.ry hEb,.
rl. Trnll| rhrll bc dreign.d b clgpon rs!-
$ry aqurgn?nl rudl $ hGating coit, hrl(hrt,
drlp trlbs, erc. whan hrtrlled rEcodlng to
.n nuf|clu'r,'r l.conrncndrtionc ed lltnftc.
tiona.
t, Trak lrminrn $a[ includc lillcrs.
g. Product Stor$p Rcquircmenlr:
1. All primary t!r*c musl bc vcnlcd..T{rnkt tro
dlsignld for opcntion rt atmo$hadc pnr3rur.
oaly, excGpt lor usc with vapor €cov!ry sy&
Fm6 at a prr$ui3 or wouufn ol $prc$matdy
t p8i.
2. Tania chd br caplblc ot 3Frir€ llquld
slttt sp.ctfic Aravlty uP b 1.1.
3. Mrximum Emp6|!tuia: TEn* rhrll b. c$a-
blc ol srorino g$olin., alcohol bl.nded gia6o
linc (witF up to 1007. mcf|arpl or rhrnol),
oxygrndcd fud5 (up io 20% MTIQ, rv'gns,
lat fual, motor gil, (nar/r ot uta<l), krtoEcna'
diarll fucl or potaur fralcr al lmblanl und*'
$ound ttmpar6tulls nol t/c cxcGad 'lsdF at
h. bnk intrdor suilrca.
4, Tlnks C1.[ b. chaii€lly hctt lo pdtlnum
pr!6uclt.
C. Olm.ntlonal Requir+rnrntr
(r:far to Ffuid Conlrinmml litardura on gelh'l'
agr):
1, No'ttin.l ceFciry of lhc Billt( ehdl b.
-gdlons.
2. Nominal OUtSdC Ctllhelet d th. trnka rttdl
ba
-
lr.L
3- hlcmrnrl ovardl lengh of th3 t|nla 6ht[ bc
_lecL
o. Mqnitoring Crprbllltle€i
t. llnfi! rhdl h.va I tptcE b.twaan hc pl}
mrry tttrl !.roorld&y tholt willt b dbrr, for hc
f.aa llow rn6 cr.rtSi,rnaal ot rtl llrkad Ito(srcl
from lna Drir,Aary trnk.
tmQuawAesn nc.
A Arccltlblc Mrn ulacl,urarl: Flutd
Conteinman!, Hgglbn, Trras.
B. Clovcrning tllrndrrdr:
1. ASTM spcclficalion 04021-tC. Gber
Fbar ecintorcad Potyrstcr Undcrgound
Prtrobum Storrgc "lnks,2. U.L. 131S. Urdeir/dterg Laboratodrs,
lnc., GlrEs Fiber Rcinlorced Plasdc
UndaEtound Stot4r Trnks for Pauolcum
Pradlct!.
'3. Nrtionat Fi'r Prolscdon tusoc, (NFPA
30) Flammabic and Combu6liblc LiqulCs
Code ard (NFPA 31) Stan&ds tor
Insra||srion of oil Butnho Equrpmenl
4, Gtnc{el Savh.s Miinirrdon, Pr.6llc
Building Sr^rta Guide Sprcihcation, PBS:
t
15
HUt' 6c. ',55 65:5C'ri l kl\- rJi)J,r5ll. "lrr -sE ;-safi*sd'Ailii'drylrAl|rGNr rx 4@ 1# ?66s r0 152os272 P.6,uij''a
EEaE
EEf;g.d8€+
H :.+o
e
H
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I
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6'
E+
.lI+b
\E
EI
Ed
E=
$l
EEt*
t
E
Ia3J
A4'
,<
lrJ
F
(l?J
-6
l*JIt=
Hur' |Z,Z. 'y) d5; rlPri f{\L DEDI('I\
O
r.LlJ/Cta )
' lttttaltttttttt!
Mlldrrrnoorr! btnr tdd/tr,'strd in Jtff 20 murn:
l-EbnrPhn
A phaslng plan drawlng her b..n eddad st 1'-5q Ecalc. ru pbn shors PhEc I and ll as proposed, the
north rahing wrll prcpossd for dwalopmnt h 1099, and o0rer fubne pmJeob ldentilbd In hc Public
trrforkr Mrrbr Phn. Thc dcvalopmant of hc r}b rnd hcllilicr b limlbd by anllrblr fundlng, whidl 'rs
outlncd bclor,:
Yaar _Furditro Lard _ _Probcfl
1996 E425.000 Admlnbtrdon Bulldhg Uh stod.bd .nhnc.
filr, Xddrg, hndrcrpltpld lmd ml0gnton.
Upgtrdr rbcticrl l|rylc. b th. rhopc building rnd
dd on nrwvrhille lift h frert
Tnnrgorffir rddHon, furl rnd m$ bdlty
nDbc.nstt, pafiat ttcrtwnrbn and uddl]E
ehop nlocdon. Enltrtp hndrcrplng rlorp |h.
bam.nd Snd h|zr|tl mltsdon bchhrl thc rhops
brllldine. hfrorr. 8il. Entnmor e0neef,.
Prql.dto be iden$ll€d
No Futrdhg
1996 Oal fl{llon
1E99 $2.l mllllon Ecmdonof u*,Lribf,|rrm$netruffiiof
noru rfilnhg w.ll. Rly.gtr0rtion rnd ngmdlng
ehng northCdcot.ft.-
2. Forast Scllcs Sign4fr
No regnding ie proposed ln the erront phrsct m lbnet rrrulcr poprrty.
3--ErcaEliqo
llo dditiond rrcwrton wlll br donr m thr rit to compLt Ptrrrcr I md ll .t ldcntificd. Thc phathg
plen rhom hc cdgc of hc usablc propatv 0n he nodt side d he lbcfity, T't*i will be mrlntinrd unil
the cie ir expendcd h 1999. Somo frll mtrLl wlll br unovrd dincdy bdrlnd md {Font b thc rhopg
buildlng b Clow lorlhc c0eentlrn of thc llccfadli! and cletionlepambn of tieweHhg rhop.
4. Dcbrb Flowlb
Debfu lhf, lcSding b $own on the goding plans et l'.20'coab. A enpodb dcbtts flow plrn d
1'-50' can bc dtyclopcd lt ruquind. The proposed regndhg phn will bc radewcd by Art Mrlrr ful
compllsnca vdth rdltg.tion rqulrlnst|r in ni4,August when Alt conrs brak b lrrork Hc ir cumnty out
ofth. cosnty.
19e7 s200.000
1908 -0-
Hu\J ()c :f U:,: JtFl'l XllL rrLSrbi\o r , LJ' 1U,)
5. Admlnishtion Buildirr0 Dcltil
A phn L pHidod rt l'r10' ffllc. Arphrn.mund thc w|st end couth ridGr of thc bullding will bc
removed eleept for e tldaffelK Trccs whcrr the new handhepp€d p€*ing spaae and enbance stair will
bo builtwill be roheabd and baneplanbd rvihin the amr. Sec ho Adminirts*ion Lmdrcrpr Plen for
moru dctrllcd informrton.
Roqporrirs b,iBsrrr8 nhcd in J,JU 10 memo:
A. MsitorFtundlinasrrAccamibiliV
8m Admini:trrtion EntrncrlG$rt P.ddng bm'ff prwiou.
B. H.2rdr
A folloil{p rcvicu by Art ilcart will occur in mtol-Augwt Two dEbrb llory channels ate propossd arcund
he Adminirtration buiHing per Mears' lateoi teport The arca luguir€d b conbin e debds llow end any
rcquiremenF for loolda[ n{tgauon wlll be address€d by Art in hb lbllo*up rwiar.
qL..t-.nftc+ing
The rwised landscape phn includes planting along he berm by he snow dump ltr" Phntng ellelong
he berm will be locabd down the sostr side of thc berm h rddllion b filling g.F on top. |nbttion ls
cut?€nty available elong thc b.rm md c'n bG c!&ndGd if ruquired b catablbh planthg. All pbnting8 will
be of native variefps, rnd wlll not rcquire inigaUon onae Bstcbllshed.
P-llhibililr
Tho drbdt fiow chann.l rrgEding har b.3n lignlfic.ntly nduc.d end oncc ru-vcgctabd should nol be
objeclionablc from acrorr tha vallcy. Cut ofi fixhJr.s er. pmposcd for all nil extcrbr lighb. See
Screening Me*s frtm th. Adlrccnt neighborhood. item'D'prsvious.
E. Phasino/EmFloy.. Houiing
A phasing plan has beon added whictr idontifies thc proposcd timiq of projcctr wih funding. ProjccG not
yctfunded (beyond 2000) rn rlrom lr fut,tn. Employx houdng..r prwiourf nobd, ia in discusshn
Ggildlng d.v.hpm.nt.nd ph$tng optionr.
F,. _,EnviEnmantrl lrruar
See prwious itsm'P rcgrrding fuGl strr6g. bnk cod.r md nguhtiona. All.natf tucling hcilities will
comply wltr required codes, constlrclion rnd monibdng $lndffds, .b.
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. Thermal and impact- temPered
for safeU aod durabilitY
r Consistent lighting performance
Exmuoep Atultwuu Lnxs
firmn WnnoutWnos
r Accurately nitered corners. I*ns secrired with internal
corner keysr Quick release safetY latch
Exrnuoto AtuMlNuM Housluc
. Radius dic-formed from single
extrusion. Easv push button latch access
for itiick relarnping
F O N TA N
SUPERIOR MECHANICAIS:
Uxtnzrn Brl,t ilsr/RrrncroR
Srsmu:
. Iiinced and removable as auuit
. eilily accessed for installation
and maintenaucer Automatic PrimarY discoanect
Sr.u:o Omcs:
, Hinged and sealed for removal
as a unit, Easily accessed for installation
and rnaintenance, Reflector seaied against a
one-oiece E.P.D.M' gasket
' Exc6Jlent protection from
dust. debris and moisture
FLEXIBLE PHOTOMETRICS:
IIuno-ronulo Snili'sPscutAR
Rrructon SYUSM;
. Standard IES patterns'I' ilr-Iil,
i'and f Forward Throw), II.
and III Faceted for horizontal
lamps. Designed and {na.gufactured to
meeior exceed UL and NEC
reouirements. IBEW and UL labeled
OPTIONS:
. Photoelectric controi recepucie
. Pole or wall mounted. towder coat, baked enamel or
anodic hard coat finish in a
wide color raoge
IIXIURI DAIA
fIXTRE WANAGE tumlMlRt slzl
nE(olilt{lEl{DtD
SIAIIDARD ARI{I
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ffiouililN0
HTIGHT
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h 2fl1s,!$'l7'x ll'x 6"
24"{31'rl0'
fu-- 2.x4,x1, _4.hE
{00 mn, ildll il!fid! nrtun rnlt w O2! r 8I?6 loop'I tt.2l. l5owtt, tturolNolidc $n![llll07' 100 wfl, llbh-tu$rufl 56diun h
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MECHAMCAI,FEAfl]RES
A" ZinaPlatad Stecllh Rods
B. Unirtzedhllo*ftmponarts'eosilyrernovqble
C Formed Alumimrm bnoPY
t}. txtndcd Aluminum tlarlng
E Oul*RehcaPuh'hrffirt'ddl
t Extrudod tP.D,ItGGk?l (sftoneinl000Wl
G. Lorrp ildds'&ipTltC fttogl5otkd , ,H. tlydirformed Alrmftrum Reffaor'hhgod ond rerpvoble
l. IemPard Glos lrrs
J. frmory Oisonned Puslhbutton 0perohd Inordrmnl
K &truded Aluminum lhor Frome
M Door SofctY fttrt
LUMINAEEMOIJNIING
Ertudcd Alunrhurn fihunling km
t(rm$ctonSluimAlottl
DOOR FRAME & OPTICfTASSED{BIY
(ftn ul Gosscarion $diltAbq{cl
D. BmdcdAhrmfirum$rdewoll
F. E$nddU.Dl'LGGkd
t|. llydro'formd Aluminum Refudot
l. 0eorTemPcrcdGloslens
It brrrudsd Alurninum Door homs
L txntdd l,lumhum tlonge
MOUNIING OPIIOI.IS
2S
Two at 90'
t0
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O S/=j{ p-t-"-
pr-ANNfNGANDENVTRoNMENTALcoMmrssroN f,rlrr
August 14,1995
AGENDA
Proiect Orientation Lunch 11:30 p.m.
Site Vlsits 12:30 p.m.
l. Houtsma- 1868 West Gore Creek Drive
2. Yaros - 5l 19 Black Bear Lane
3. V\A4C - 181 West Meadow Drive
Driver: George
Public Hearing 2:00 p.m.
l. A request for a site coverage variance to allow for additions to the existing residence
located at 1868 West Gore Creek Drive/Lot 47, Vail Village West Filing #1.
Applicant John and Bobbi Rnn Houtsma
Planner: George Ruther
2. A request for a Conditional Use Permit to allow the Vail Valley Medical Ceuterto park a
mobile catheter lab/tailer, located at 18 I West Meadow Drive/Lots E & F, Vail Village
2nd Filing.
Applicanf Vail Valley Medical Center, represented by Dan Feeney
Planna': Randy Stouder
3. A request for a Conditional Use Permit to allow for the renodel of the Golf Course
Maintenance Facility, located zt1278 Vail Valley DriveParcel E, Vail Village 7th Filing.
Alrylicant Vail Recreation District, represented by Ernie Benderplanncs Russell Forrest
4. A request for a major SDD amendment to allow for the expansion ol the Glen Lyon Office
Building, located at 1000 S. Frontage Rd./Area D, Cascade Village SDD #4.
Applicant: Gordon Pierce for Glen Lyon PartnershipPlanner: RandyStouder
5. A request for a setback variance to allow for an addition to the existing residence located
at 5 I I 9 Black Bear L anefLot 8, Block 2, Gore Creek Subdivision.
Applicant Ron and Chris Yarosplnnnsx'; George Ruther
Fleveryonets€cbg€ndas\081495
6.A request for a Conditioaal Use Permit to allow for an addition to the Toqrn of Vail Public
Works Administatim Building and a renovation to the Transportation and Fleet
Maintenance Buildings located at 1309 Vail Valley Drivdon 6 r'nplatted tact, located
north of Vail Village, Eighth Filing.
Applicant:
Planner:
Town of Vail
Andy Knudtsen
IWT 1987 Vail Limited Partnenhip, (d/b/a Vail Athletic Club), represented
by Stan Cope and Michael Barclay
MikeMollica
1 A request for amajor SDD amendmen! located at the Vail Athletic Club/ 352 East
Meadow Drive and more specifically described as follows:
A prrc+l of led ia Tract B, Vril Villrgc Firl Filiog Towa ofVrit F.glc County, Colondq comnlcncing .t thc Northcd
corDcr of srid Trr.l B; O.'rrce N 79'46!0" W dolg thc Nonb€rly liac ofVail Vilhgq First Filiag and doag Oe Northcrly
line ofsrid Tncl B 622.86 fcct; theoce S 06o2d52" W e distaocc of348.83 fca to tb€ Southwcst corlcr ofthrr plrcel oflud
dcscribcd ia Book l9l rr Prgc 1398s teordcd Jeaurry 10, 1966 rad 6lod in Rcceflior No. 1029?8 ia tic Esglc Coulty
Rccords, srid coracr dro bciog thc Tnrc Poiat ofBcgindag; thcocc S 79004'08" E rad aloag thc Sorllcrly lioc ofsdd prrccl
200.00 f€ct to tbc Sou6crs conff thcrof, th€occ N 6205?00" E rad rloag tic Northcrly liac oftler perccl oflrsd darribcd
io Boot 222 I Pagc 5l3 rr recordcd io l97l ia thc Erglc Couoty R ccordg r dinre of66.78 fet ao tir Nonhqstcdy corDcr
of said prrccl of lra{ srid comer bciag oo thc Wcstcrly rigbt-of-wry lirc ofGorc Crcdr Rod, rs phficd h Vril Vilhgc, Fiii
Filiog thcocc N 27o l3'37' W r disaacc of 77.37 fccr doag sEid Wcserly rigbt-of-wry liac of Gorc Crcck Road; thcrct N
89'2922" W r disteacc of 12.80 fcla to thc Northcrstcrly corocr ofrt'.r !,lpel oflrad dcscribod ia Boolc t9l, Pagc 139 as
rocordcd Jraurry 10, 1966 rad filod io Rcccptior No. 102978 io thc Erglc County Rocords; thcrcc Northwcstcrly 26.51 fcct
aloag the rrc ofr 37.50 feet rrdius curve to tbc lcfi hrving r ccmrd roglc of40o3000'sbosc cbord bcars N 53040'00' W r
distrDc€ of25.96 fcd to ! poirt oft8ngctrcy thcocc N ?3'55'(x)" W ead dong eaid tugcd 166-44 fc4 tbctcc N 8501021" W
. digarcc of50.40 fGCt !o thc Notthwclcdy comcr ofthc Moutain llrur Parccl; tiacc S 02't8'00' W srd ioag ttc cexcrty
lirc of srid Mountril lhus Parccl a disroce of 100.00 fect to thc So.rhcaccrly comcr ticnof; tbcacc S zl5o 13'53" E r dinucc
of38.70 fcct to tic Truc Poiat of Bcgiuiog, contdairy 30186 sqlrue fect, rnotr or lcss.
8.
9.
Applicant:
Planner:
TABLED UNTIL AUGUST 28. T995
Council Reports:. Vail Commons.
Approval of July 24,1995 PEC minutes.
F:bv€ryonotsac\agsndes\081 495
AUc-Ol-95 OB.12 FROM. KINKOB BOULDER 2.0p:r 24 nolr A Dr
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TAX COVER SI{EET
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AUC-O t -95 OB.t2 FRoM. KINKO BBo OULDER 2 ID.30344E|7E}65 PAGE 2
lvlgJWFAAld,tlrt
T.a; And4 hufun
Con n odl1 &rcl qtn ent tupartmetfi
Town of Vc,Ll , Colorad-o
Ens lleAberl
RNc
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mk," Augwf t, t??s
Rel Town of .Va'l P-uhlh Wov|s neparlneft
Resuhn;thl 6w nec/wo t\ediaqs
l"fu fiollowiy infirmah'on a4dre*as uw'm ls $+cvu4a'*
Jq to, qqS ffi u.urbse*t'ott as aul#atd1'- SNme*r,osof
Jkq rc u'd J,/-eI tu, l?qs," Pltaw pard.ntl'z hand wriirq'
I wanlzd $ 9tJfu iffirmah'anloflou ds gui&.Q as peilbb-'
T wiH follw op t*ti,/A o4Vpd @ry tharfl4.
-Respmrszas la lstttts ralstJ ort' Vur Ju'!4'n merla :
A. ADU\N lsTFhTloN WTRA^tc€ / ouesT p*frENe
W feryd edwhishafrat bui tl.,nj a dd'i'h:an prouidts
$tw G) natt parhal sr,as J;uf easf o[ll,"tneur t'vrfrant-
g,l*tr, -Tfus &fui ^5 wi I't fu reseru el 'frr yesk,/ p"btt" curni.^1
*o ,lae Admiru's'1y6fi'nFuilfury a,6d uit( fu siVund.
u.cordi*Xtj Trru- "gutslx"le'{1,i. bpai^(r{q a* nof
AUG-Ol-gS SB=13 FROM. KINKOS BOULDER 2 rD,30344s|?BO5 PAGE 3
&qda*t. /Ylosf lraffio:lo Puhl;r-Wrbs ts b7 htblicl\hvk
efiptng&f fue'^g tL,t4* q"dthiu'slT&ve- lsats, t2. nn+
6a,tdS, Pd4 foll t schcd*tt*g au^d ,lu*1|as r,ttilh- afuuiruislra*V -
o^ d o$,ar rsnslruc,*iox Wrairsh{^,, shff frun alfur Tbutn--
Dcpartn wts, tt Polu*, Mm.ut't'Q fu,aym.wl,Trous Frla# at+
atoi,j bttsirws wi"lh, fuh&2 Nork 4drw'n., Prafrsst'on*(
&nsu.0,ldd.s.et'r3.bttstqtss, *t aL vadors vniH^l*'lu, siJc {6v
tJa*ft'rsf hw. Visl4ors and vndors &lsd go4oJl* shf biu;"1
ar+d pculcfar{l'*r- w<sf m *1.* sik ortct!4^q buazv*aqmi^+<d
Wi'la fu Uryh'^ 4 nuligs , tl is uttcdrnrn&llohatx ma/-s.
. .lhantuo *e lhra visilar.-c-"*-:a4a4 Adn4'nis/raltou &tilJ/rg. lt*
#4t"?tt4++ O$ -Ot*1c M';ry5 ttt,/taz 6{eru'',s kJfr , a ns.phtno
o,f " to'lZ^fuo&+ c*u h &o#'n\tuod-*ied. Tlat's f s genuolQ a. n4r
df fuhh?, Ufiyk alrdoXus .tu-,un vAdars liskd.ahrc, If puH-
fro rna re4ha,r fi t* ca* ls- r-equr*/ *1#*tss"lipt*, +t,ty u*
"..".. us s4atts |ry'^Mar%s+ dlej .dut4r,A -
fu Patbi"q V@ lva-s ql,sohe.e p'ropwd o-f*4*c el,hutcle
.. Puhe&, tUorks fu h*v,A'cq4 Txrsons c'A'rdshdyf .l*rud-cA'uert-c-c,
.^.1* ' pAr Xnas, vot,00'x1 slv& erk.TU.s sPa4L t's cxprM ,l*
.". bt uxa e {iA fi-tnt-s on bufl da,,4s, b*f afJe^ re,ruat*vn^pl!.
,a^'H;r*
AUG-61-9S Oe.l3 FROM! KINKOS; EOULDEI? 2 rD' 3oue78os PAGE 4
Ad,w|wls+1ah'*, BulMia ilottn,s T z a.tra-lJlcts uuas atavt
fr 1l+ ^o&LQtt aiJr*ior- bt* is sh'LI va4d rn *tm r ol
nu'aLtdr af eu pta"gc6. T-14-9+.!tqlno7"ess ,lM Lurru^JE IxlL
M+S+ ol-tlA.L buttlia"et^dht 4otol#u, hJU aiU nov+- doww
alottl,rt,v fut,n ar usl al'fl't Adtntn fui Lil \, Ona- PhavIL
is csvptttt a4 d H,Lo. +r/t! isb^d B rdodalzd, addlh'dv-a-e
OffLce
PARKING AITALTSTS ; .pW ApMTNTSTRanIoL BLpc. EXpAr{SIgN
Cqrront Parklns After Addltlon
GrcE llalI Pff Adnln Lot East along hirl
Terrl Martlnez Berm acrogg frorn Sane
BUE Brrn
Chrrlle Dav1s
Toclcl Oppenhclner
across from Same
Barn
Across from
Barn
Sane
Berm
Bus
Berm
Bu8
Greg Darrlr
Future Eng. Tcch
Betn AcEoss from
EUE Barn
N/A
9arne
Easu elong hlff
N6t lncrease ln cmployees - (1),
ldtquate cmployee and public parhlng exlets to the erEt (along
bern(S) and hill (N) ) and wGrt (along berm (sf ) of the Pl{Adnlnlstrrtlon eulldlng Lo lccotnnodaEc th6 proposctl rnodular
addlglon, DurJ.ng thc past yaar, the polloe departnent haa bsenparklng approxlnetely (1,51 vehicler along the berm catt of tht
Admln. Bldg., while const.rtrctlon eontlnuei ab tha vPD. The Follco
Drprrtnent antlclpates relocltlng thclr vehlcles back to thelr onn
Perklng Iot wLthln the month. There was anple parklng spac€eavalleblo rvrn wlt-h ths addltlon o! the PD vehlcleer thereforo thc
rnodular addltlon potct vcry llttle lnpacL to on-sitc prtshing.
E, ..l+r+Z:4p,pts''' ts_
Sinet U^L J* to pEC y*tkgsrtbn, tl't clru'7,-/-ea'u"'afurj
t,.t i,LA' Puh&2 Ul&olts has shtdt ed a.lrl+t nah't'rl.g {o 4l'rz or iV tv.!
rRtT a.dt' y p ry "rsrn . TI*.. lutr r'sd p rcpa sal cL-i s/a) rbs tn u&.
lZgt aru* t a"l-d . !'6 Qefi'h,l.Cmtattv.d utilAa+i'teq Pu"bti Walk
PrvH{+1. Se, ilM Qre'ry a*td st:h Plaa+s at ttt-zttt 5c*lp
y.r-UnA^tAs b.clg reVadl4. Th-e tttttt scAca^t a4Qtsu*t
o $ -Au, ur'ofi"1 dl4rA *4 bum, sp<ry if ;^'fr fulp
llw qrw.5"arovttd. fl1t M,w"'n builAir'7 rit fttrec I, an^d
U+.a,e\!^1.dil, il'la; g#.4 -b.atm '/<' l4t autf in phax IT'
k rtx dt'stqs*J / t/x, r*rill ualk-,ffir. t4fu ttsill.,+ L/ov^ So uldv-
t$.d.els.ltud .'fih* *rtot*l €6 ott't/rrba,a-rt, a4^/ r*tt,0 rsfelk'
.." tht- a*tn frv neC a+A M nzr'"fus lo ura&-' Al4 an+s o[-
dA'E{'urbamu ui0l, h revtlcl'al1a1 ast(A het'w ma*sr'ats
n'nu-larf 'lo tt& woliry Fnaa+ ltu'x - lrascst M3, pitd//au*s-
., grblts b*futt*n.1tea a*d h*h Az pu^rt ^1 ^rtt* nalara?.. AsPa-
" *"r"d servtqberry wilt lx 6adel futt-'pn da^il ditrrr )fu stag.fu
.-.... W,$p-ru**. Ldurd fo*iry xg a,u.d ru.bbifbrush *ttLlh+
,. aJdtd 1o prarr6l4.nart'.W colathAALe4i.An'4.t, Ded 1rceS
nLmq t!'*sncl,u dttrrg wiU fu renorcd at^'d repoa,^J+d wift
a.ll*.-r.tlan.. 9ffu.a,, tt4d*,in an'd fueas Sr,o-,&a rqn'*d-
""la*dscry, FIh' hi P.h^blLZ tl.wts rtr ttup*paxd pea^tix1
{ 47\tD fa+p/t/N!?*
alaq lo fk "t^ ola,rh<f
Tfu ^sv( rn*rdiq " vl.t Nl /ors " of
/rr/* arc,t J 4> /- rrtu l/ of fk dr*q /thw
'and wc,/ tap>lr-.qttu af l4v fi4*trhr|1nt\ra
h"ild,ry is nrrh;ufl, sh^n in vlv
ffir+l Tlin ,' ,,ta 'ehowr, wr .ctc- fTiyh &,nii'h fk <wst'r.q plrnt'er (z7o ,f.)',
top Yk lvrthnT 7kn{1 Jn tlt sul'A silt
,f Ih h'; td i*l' 0L ,.{) , r,^-/ a dd / oo ,f
of p/nt,/er 6n r tfu bw'j , s-th tnl catf
+id+ of flt h.,it/i,,a an d "dd 4 Nw |qd
5f ylanfz. adif ,Lt '/o fk^ y*t,y
A.rta.', -(h Nl increasl ,f ' p/aa{er *rel
ts t6o "lr* {4f. M uilt riloraft 11,
W*7 t"; w,zafly ry ueh1 yl*,tA
PAGE 7lD:303449?Egs
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AUG-Ol-95 68.r? FRoM. KINKoE BoULDER 2 ?Bg 5
%tEnileK
Triuplittnn G utss Lt:ltsr
. Thermal antl intlract- lemPcred
for safety and durlbilitY
e Consistcnt lightitrg perl0rntant:e
ExrRtnno At.ttltltl u ivt Lntts
l'RnNr Wlruor.r'r' Wnms
. Accurately tni"ttrc'tl. c:orncts
r Lens set:dr nd with intcrrral
corner keYs. Quick rcleas,-' slfetY latt:h
Exrfiliortr At.ulttNtlu ll0t:stttt;
r Radius rlie-forrnctl lrcnt sirtglc
extrllsl0n
o EasY Push brittort latt:h accr:ss
for q',rick rcrluntPittg
30344s|o
A
b1
ID,PACE 1I
F O N TA N
SUPERJO R MECHAT'{ ICALS :
Urtttzen Bnlusr/RErLEcroR
Ststsm:
r Hinced and removable as a unit
. filfii aiiirsed for installation
and nainteuancer Automatic PrimarY disconnect
SE,ILED 0Prtcs:
. Hinged.and sealed for removal
as a untl. lutitv accessed for installation
and maintenancer Reflector sealed against a
one'Piece E'PD.M' gasket
. Excellent Protectlon lrom
dust. debris and moisture
FLEXIBLE PHOTOMHTRICS:
tlrono-ronMsD SEMI-sPEculAR
Rtrrrcton Ststslt:
. Standard tES Patterns - l, ll-lll,
itinA f tnor*ard'fhrow), Ii.
unJiti ricet.d for horizontiti
. tf$otinru
and manufactured to
meet-or exceed UL and NEC
requirements. IBtW and UL labcled
OPTIONS:
r Photoelectrit: cotltrol rtrcepiat'le
. Pole or wall mottttt't:tl
. Pn*d,'r coat, baki:tl ttnamttl ur
inodic hard coal finish in it
widc r:olot' rirrtgt:
IilTURI DATA
FffruRE WAIIAOE tuftllilAlRt SlzE
RICOMMTNOTD
STANDARD ARM
DIMINSIONS
MOUNTIN6
HTIGHI
t6
'I7'x21"x6'
ll0 x
to 250 ttoilsl
24'x3l"rl0'
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HJMNNRb ilIOUNTING
tiltuded Numinum l'{ounting Arm
(0os Sxlion $orin Ahovl)
DOOR FRNIM & OPTICAL ASSEIIBLY
[0ol up 0orc Setfio'n $on Abovel
0. trtrudedAluminumsidewoll
t tilruded tP'DJ'l- Gmket
!l, Hydro'formed Aluminum Reflecor
l, 0torlemPered Glos tens
K txhuded Aluminum 0oor lrume
L ExtrudedAlurninumFlonge
PAGE T2
MEC}IANTCAT TETTruRES
I Zlnt'PlotodSteelliaRods'B.
uniritta Umr Componcnll - emily rEmovoble
C formed Alumirtum (moPY
D, tilrudrd Alumhum Housing
E Out*RshccPushbuttonlskhn ExrruddEP.D.M.Gmka (dkungin l000W)
G. lmp Hddu'GripTrle" MogllSodta ,,ll. Hydrulomed Ahminum Ref,ec0r'hinged ond remwoble
L lampared Glcs hnt
i. nimory Olstonnert Purh'button 0peroted fnordrorvnl
K. txtrudad Aluminum [)mr Ftuma
M hor5ofclyfud
IYI0[INT[{G 0m0NS
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F". ...EMP-| -oVe Ho us /N6
f^* ppnlls.shoru ,lfu p*p*n l.o'rulre! ef tatel'uz s+ldrb-l'ile
Atqlayt hoafia1 uJl,l/s^....T1!u"'s".ug/L ra, be conLflzW uAena,'ut
ft'rten*ry ls. aUat(ob& / aAid is naf ca*rre-*A'1 3/"'4tLd t"'t'44t'
d.1,*t o+14"..qn$lrq6n. tn.fi,l,pah.rr.L tr,hyLt sik' Pu,btrc Wd(k
tg currvu't't y ef/pTi^1 dsteld/pn pt"t ar^d'fi naac-' ^1 aph'ns
fo**. *.^"pte.rltt lvua'1 uti'14 lott.x$ and 'le^nTata &uaa{ .
PubhL uJayk utlt Lcq 'Xou-tffir td af flzit fryn* ln,$nprauts.
" Wp.hat < sotl!. y'4tht *rrl pn'ua+t1 igilas atl1444,+ u1t'h'ia/1'"u
of houn'q a'tA flr:t frpbgl. twbs elt4, h rtarc*abb- nurbrr d
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shta"y- t* 0QA"'"s+z'tttt' t d4^'4 ttti tl rEot a'ui so' fl'*se lstllcs tutd
h, b+. f.Wnurcd u" d.dqm(p:t"q #,rn nutqhar af Ou,k a,*d
/oca'6in o$ uatk 4o bc atudryd'
AUG-Ol-9S OB:21 FROIII ' KINKOS BOULDER 2 lD. 3934497405 PAGE l?oo - ?tt Uas+ I+
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AUG-O1-95 OEI'21 FROM ' KINI{OE BOULDER 2
v
horq ,U unfr
,piainiu*d.
fif, h-stl Loo
1, . If +k Jt/ .. nh wart J' l"'( le'<td
6fu Awnd , - ful wdd hn,< h lu
'ltcet,clu h +le .u sent dt vk sif,, uhtck
"l YI* fu.v o{ ^ Ir-7,r 1 sfuT
5+ h. . W opt*vn -fl,^^+- + l^{ ntl-
,l d4,,,a.1r1 + tL *^a [: d,r,t '1"
{alli^{ dr'bn't f*^ Yhb lutt B fr,,
qvurtt r f'l, +'lt n if +fu'J u,.r( ufur X*und.
U
1. ++ +1.( +*/ lanks rutre t bl
Locabd dbow -oyouutd * lrr , wtlA h".t
-h lr, lo.ntd +' +\* 'r** of' +1,'I
" ';t{ Tl& f", hr Navld b/ lt uTrd th
ph"e fhr .t \s rvru ch pttonfi J #
t'ct bui\dr vp in rtr a,ft^ w;fh eiyi fi c+"f
1*u ck- *4. ffi c . 'J+ i: 0trv opinrl. *1,-+
+\.^ r itla of la,^*y h fk jr" hs Jw
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AUG-oI-9s EA'22 FRoM. KINKOS BOULDER 2 I D ' 3c'344Et ?E|O5
f Dlvlslon lX
MOTOR VEHICLE FUEL.DISPENSING STATIONS
Gcneral
Sec. ?9'901. (a) Applicsblllly. Automotivc, msrinl and air:lrtl motor vchiclc
tu€l-disP€nsing stationc shrlllrc in rccordancc with this divisr0tt-
79,901-7C.902 19TI UNIFORf, FIHE CODE
PAGE IS
31t
(b) Bulk Ptanas. Motor vchiclc fuol-dispcnring rt{rions rrrc prohibital cr bul}
plrnl+ unlcss such urc ir in conpllatrcc trilh thc pnrvisionr ofthir division and is
complctely scpuatcd by a fcncc or rimilar bsrner fK)r rhc urrt in which bulk
oF€rations c conducEd.
(c) Sourccs of ltniiion Ia Vahlclr Rcpdr rnd lbrl Rccslvlng Arc$.Smo*-
ing and open flrm* rhdl br prchibitcd in arcas uscd for scnicing intcm com.
bustion cnginor rnd ucu whcn fucl is rccaivcd.
Stongr
Scc. 79.902" (r) Gcn.ill, Clrrr I lhuids rhdl bc rtorud in closed contrincn, or
in trnlc! locrcd undfiirognd or in spccial crrlsurcs in *cordanm with Sceion
79,902 (c), Clerr II rnd Clur III-A liquidr shdl bc srorcd in conraiaan or in ru*r
locrtcd udcqround or In rpccirl cnclorurcr h rccordancs wirh Sccrion ?9.902
(c),
A conrrcctiod shtll not bc madc bctwccn an tbovelltound tank ond tln undcr.
ground tonk.
Porrrbtc and rimipdobl. rln}.l rhAy r€mponrily hc uscd in conjunction with
thc dirpcn$ini of Clrss I,II orIll.A liquids into the fucl unks ofmotor vchiclcs or
othcr moloriled quipmcnt on prtmiscs oot mrmally accesriblc ro thc public
whcn npprovcd by rhe cticl.
(b) Cl*s I Liquidr ln Bucnrnlc or Plts. Clrsl I liquids shall nor bc srortd or
usedwithin cbuildinghrvlng rbscnrcnt grpit inro whii:h flrmmablcvlpors coutd
ttovcl. unlcxs such araa h providcd with vcntilarion drs;gned ro pr?vent tha accu-
mulstion of flirrnnlblc vrpon thcrcin,
.. (c)SpacidEmloflr*.Snt n inrulldionof rlrl$ in*cordrnca wirh Division
VI is imprrcaical or bocauro of popcrty of bulldi$ limir$ions.rarrks for Ctoss t, ll
or III-A liquitls nrc allowrd o bc inltaltcd in hlildings u ftrllowr;
L Tnnks lhnll be in lcd ln an cnclorurc which is liquid riphr. vapor tighr &kt
withlut brrcUill insi<lc.
2. Sidcr, top end bottom of thccnclo.rurt ehdlbc of rcinf<rrccd concrstc at lcost
d inchcs thick, *ith opcningr for inspccrion rhtnugh thr top rnly.
l. Trnk conncctionr rhall br pipcd or ckrsad luch that ncithervrpors norliquid
cin €srllp€ into lhc enClo*d rpACa.
4, Mcons shall bc ptovidod whcrcby ponrblc cquipmcnr can bc crnpkrycrJ ro
dischrr3e to thc outsidc ady vrpors which might rccumrrlrtc rhould laakage occur,
5, 'Ianks conbining Clrrs I, II or III.A liquids shdl nor excccd 6,fi10 !fllloru
individuol or 18,000 grllonr rggrcgnrc.
(d) Stong.lnrido Euildingr, Clase I, It or |lI.,{liquids sured insidc mororvc-
hiclc fucl ,dispensi g stsrion buildings ih8ll bc in opprovcd currroincr$ {nd in ac-
cordgrcc with Scction ?9.202.
(c) Malntlnsncc T$tln& Lcrk-d.tcctint dcviccr shrll tre rcsrerl snnuslly by
ftc owncr oroccuplnt of thc FoFrry on which thcy arc loc cd. Tcat r.rulr$$hqll
bc rnainuincd on thc prtmiscr and availablc !o fi€ chiGf upon rrqucst,
(f) Inverttoly Contrcl. Accuratc dlily invcnlory rrcl,nb $rll bc meintaincd
rnd rcconcilcd on Cl$t I, Cl$s lI urd Clrss lll-A liquid srorrgc turfr for ind;cr-
316
tr
AUG-Sr-95 EE|:22 FROI'I: KINKOS BOULDEF 2
A soocrrl arr larl p.ocrduro tr f.qui,id ht
doubtg.wsll lankt that do nol indude lrctory
initrllcd tnlrfr|..6, A spiddl sr E$ lirtura
E shipged wilh lho lanh. Fib.€|.r3 t|nkr
must be ptsSsurirad and inepecl9d lor larts
u$ng a !o!py wrt.r iolution. Lehhlcltlng
prior to in, tltstion halpg infurq thal lih.'
91635 l6nl$ Wrl1| nol drnaoed in lhipnfir.
lf thG doubl.-w6ll hnks a€ shlpped wih hc.
bryjn3lalled nlo|lltorlng lluid, a 3imdifi€d
lobsito hydrodllic tcst procedure can bc
used.
Inshllation lot double,wall t8nks is sirnihr to
th6 pmceCurc lol lingle-welt tenk9. Fluid
Containment roquh63 pea Eravel or cnJthcd
slon€ backlill mrllriali p€a gravel is a nalu.
rally rounded aggrcgats ranging from l/8" lo
U4' dirmotrf, Warh.d c.ushed stone (1/8"
to l/2' diarnctod mcetlng ASTM C.33 firy
be ussd. Othcr backtll materiels mu$ rxrt
be usod without coniulling Fluid
Contahfi.nt lor wrltten {pproval. A mhi.
mun ol | 2' bEcktill bcdding is Fquir.d
between ha tank and thg €xcavatiofl bottom
or concreto anchodng pad. Tank! mu$t nol
be in$ldlad on timbcrr, boaflis ot cradlca.
ll ihd HydE3trtic Tank Monitodng sy3tcm ig
aclivated by tilling at thc jobsire, th€ lank
cavity mvrt be tllled by pouring lhe lfquid
into lhe 6vlv. Deparding on locat climate,
u9O tap waler Ot acc€ptabl. anlitreoze
mix,tur€ as thr monrloing lluid,
JuL 06 's4 as344 rn rrJ.cor.$AlNHEt.lr Tx 4Be ?sb ?bb5 w j.t.t.
ID. 303449?BOS PAGE 20
P.03/@
O. lnrlallrllon Inrtructlontl Contrectert
ttull sublnil
-
copt€s ol rnanulafiJ..t l
latr'l imlrtlalion inglrlctiont.
E Clllblttlon Chrrlr: Cont164o13 $rrl gtd$
mll
-copieE
of manulaclUrer'S ht.d clF
ibration cht.ls,
F.rt ll Products
A.01 0oublcw.ll Flbtrglas UnC.rgrctn$
S't,ttg. Tanks
A. Loadlng Condltlonr - Trak thrll mr.t
th. tollowlng doilgn ctltc.l.:
t. Exiernal hydrostrtlh prrsu.c: Buricd irr
ground wih 7 ol ovet budcn ovar lh6 iop ol
u|€ ra|lK lhe hola lulty lloodcd and lltety tachr
ol 5: I againBt general buckling.
2. Surlacc loads: Whsn inersthd accordirE to
manuf oclure/s ldgtallation Instructioru. unks
\vrll wilhitand sur'laco 1t.20 axla lodds (32,m0
lh9./a).la).
3, Intemal load: Primary End secondary Enks
shail withstand 5 psi uir prcasure tegt ylih 5:r
salely taclor.
4. fanks shrll bo derigned lo rupport rccor'
sory equip.nsnt such Es h€aling coils, laddcrg.
drop tub8s, erc. whert ldstallid accordlng to
manuf aeturels t€COrfi mondaliorls and tirnltr-
ti0rr9.
5, Trnh trminate slull include fillers,
8. Product Stotlgo RcguirGmcntr:
1. All prima.y lankg must be vEntcd, Tanlg e,e
desio'red tor operalion ql alfiro8ph.ric artsrurE
cnly, cxcepl tor use with vdpot tccovcry tyr,
tem6 nt a pressure or vacuurn ol agprorimately
1pii.
2, Tirnks $hall be capablo ol Btoring tiquidg
with specilic graviv up to t .1 .
3. Mruimum temporaturo: Tank shill b€ cap{r-
ble 0l storing gasoline, alcahol blsndad oass
lirrc i,nith up lo lC0% delhenol of ethrnol),
orygcnstcd fucls (up ro 20% MTB€|, av goc,
t€l luel, m0l0r oil, (nsw Or us€d), kCtoseng,
dicscl hipl nr notahlc water et ambiGnt under
ground lemporaturos not to erciad t s(fF rl
th€ tarrk interiur surlacc,
4. Tank: shall tre $omicolly incrl lo p.trolcufi
PlEduol5.
C, Oitntr\.lonal Rtqulr.mantr
(frfsr to Fluid Containmcnr lircrelr./rt on gallon.
ar.l'
I, Nomlnal capaclv ol thc rsnk sh.|| b€
-0.llO^O,
2. Nominal oulside dlam.tor ol thr lenks shsll
bt
-
leet,
3. Nominal oyerall length ot lhr tanks thtll be
_tee l,
o. Moniloring Capdbllltles;
1. Tanh shall have a gpece b.Msen lhe pn-
mary afld secondary shell walls lo rllofl foa thc
tep llow and containm€nt of rll l?ak.d orodrJcl
lro.fi thg prifiary la,ik.
Ooubls'w.lt Fibargl.r| Trnkr For.
Fuel Stor.g. llodrl Dltfl-Type ll
Spacitic.tion! thorl Fom
Thc contncrot rhrll ooddc U,L. hbcted
tulodel OWT.Typr ll doublc.wall flberglass
undcrgroun l llortge t$ks in 3izos ard
tvith lininfF .ts rhown on thr drawings, The
larrk! 9h l be firgnuf|gtsr3d by Fluid
Contdnmsnl.
Tanhs shall b€ lc6t€d Afd instrllcd wirh p.a
grav€l or approvsd dlematr backlill mate.i-
al according lo ho currunt Installallon
inslructiong (FluH Contrinmont Pub.No.
6304) providod wirh lhe l.nk.
Long Form: S.ction 13200 Gulde
Speciflcatlon Fluid Contrlnmonl
ooubl+Wall Fiberglam Hoinforced
Polyartrr Undlrgfound Slorage Tanks
Pen I Gener.l
I,ot Aeltled Work Spcclllod In other
Sccflons
A. Csst-in-Placa Corrcreto: Section 03300
B, Anchor Bolt$: Section 0$.101
C. Pla$tiq Pipe: Saction 15064
D, Liquid t-evel Gau9c6: Scclion 1 5174
E. Oillet Rehted Work - such as
All tNnks must bo vanled and afe inl€rdcd
t6 bO 0pefat6d wirh lluil in in€ tank no hlElij
er than thr t8nk top. Fiberglass t|nl$ arr
dasiOned [o. os6r6tion at almospheric
Eufa only, except whcn u$ing vapdr /eeov€ry
9y9l€m9, Prevrdod thC prossufc or vtcuum
doag not axcccd 1 psr maxmun on tne pn.
Innry tenk Ovotn'rgcrririno of lfra primary
tank will rasuR in hnk failure. Thc
cavily bptwtcn thr inner arrrJ oulgr ltnh
murt bc vdrted independcnlly lrom Ure pri.
mary lsnk.
Fut gddltio al dshilu, reuusst
Trnk Inrtrllltionr (Fluid Containrrrcnt FuD.
No. 63Or). Propcrly Insraled, ,lborglras
undgrgrgund getrolsurn Etorage lrnkt can
prorr'de rxhnCad rryice in otoring petrsls.
um produclr without corosion-cdused lceks
and wilhout maintgnance.
Fluid Conlsinmarrt rnaintains a listing of ovcr
2,000 indrpcndrnt conlracbn who hrvc
r$clvad cducldoill naterials Irotn Fluk
coairinmmt covcdng tha proprr hllChtion
of Lfid6rground iberglals tanhs, On
].quc$, rva cln p|lvlde namrs ol lducrtcd
@nr.ch,l,
t,oit submin b:
A.EhoF D?rwines: Contmcton ghall cub-
Init-copicri ol thop drrvringe fol cach
tank. Dtawlngc shall includc all crilicsl
dimansions and thow locations of all fit.
ling5 End Eccesrories, i.e,, manways, lad.
dors, hold-dov{n Slrnps. hea ng coils. etc.
Mrt€|'ial3 ol construclion shall be in accgr-
dance with Saction l.0a ol this rpEcifica.
tion.
E. Crtrlog D.ir: Conlraclor shall gulr|,lrit _
sogies ol nranul&tursrs fiteratufe.
C. Crdltlc.llon Plstc: U.L, l.b€ls shall b6
dlfixod lo orch tank.
?(
1,U2 Aur ty As.w.nce \
A. Aoceoleblc Mar,uloclurers; Flui<l
Containment. Houslo6, Texa-s.
B. Gowrning Sltndrrdii
1. ASTM SpEclticilion D402 t '66. Gi6ss
Fibor f ginlorced Polybtlar Underground
Potroleum StoraOc Tankt,
2, 1.1 l. 131R. l,nd$ruriler8 [.ahoralories.
lnc,, Glaec Fibor Reifltorcod Plastic
Urd€rgruvnu Str.ragu Tar'rhs lur Petral?um
Prodrcls.
3. Natonrl Firc Prot.cllln Arsoc (NFFA
Stl) Flanrmablc ild Combustiblo Lirquide
Code and (NFPA 3ll Standsrds tor
Inrtelction gf Oil Burflinf, Eqr.ripment
4. Gcncral Srtubr! Adfiidistratlon. Puhlic
Building Sarvict Guldt $peeltlcntlon, PgS:
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TOWI,IOFVAIL
75 South Frontagc Road
Vail, Colorado 81657
970479-2t3V479-2139
FAX970-479-2452
July 2Q 1995
Mr. Larrlr Grafel
Director, Town of Vail Public Works
75 S. Frontage Road
Vail, Colorado 81657
D ep artm e nt of C o mmuniry D ev e lo p m e nt
RE: PEC C.omments regarding Public Works Master Plan.
DearLary:
I thought I would summarize the PEC's conments fromtle July 10, 1995 worksession. I
understand you would like to retum to the Planning Commission on August 14,1995 for a final
rcview of the proposal. Please provide the following information and answers to questions, a
minimum of l0 working days prior to the PEC hearing:
A. Administration entrance/ Guest parking - Please provide the number of spaces required to
m€et the demand for guest parking. What is the typical need for deliveries and/or visitors
to the administation building? I believe for previous reviews of the Public Works site,
s(trneone in yourdeparunent developed a parkiug analysis which showed the number of
employees and the number of spaces required for them. Would you please provide this to
verify that the Public Works site has adequate parking.
B. Ilazards - The PEC is interested in seeing the area staked out with cones or red suwey
tE e to undentand how much area will be disturbed. Staff would be interested in
rnderstanding what kind of alternatives there might be, depcnding on the extent of the site
disturbance.
C. Landscaping - All of the PEC mcmbers were interested in additional plantings south of (he
srcw dump, to match the amount of landscaping on the rest of the berm. The consensus
ofthe board was to incorporate a variety of aspen and spruce in the landscape plan.
Tbough there was a suggestion to undulate the height of the berm, Chris Hedberg's
reqponse that the topography cannot change was accepted by the board. All of the PEC
mernbers wanted as much landscaping as possible and Henry Pratt suggested that the wild
flower mix, planted next to the parking lot at the East Vail bike path trailhead, would be a
good exampleto follow.
{pnno"o'un
r '-"' -:
.-'
Larry Grafel
July 20, 1995
Page2
The PEC was also interested in a "no net loss" of planter area. Please veriS that this is
the case. One of the Commissioners suggested that the entrance to Public Works should
be improved, possibly with landscaping and potentially a sign.
D. Screening:A/iews from the adjacent neighborhood - All of the PEC members were
interested in screening the lighting. I'm available to take a look at the site at nigbt frort
the Golf Coune neigbborhood to identifr the specific lights that need to be shielded-
Please address the roof material, as this was identified by me of the Commissioners as a
concern. If it could be all consistent, it would improve the appearance of the project.
E. Employee Housing - As I'm sure you recall, all of the members of the PEC were
interested in seeing the employee housing incorporated in Phase I. If you would like to
discuss this in greater detail, Susan and I have some suggestions for ways we can work
with you on this issue. I think it's important to note that we are all working together to
solve this problem.
F. Environmental Issues - Most of the Commissioners seemed to think that below grade
tanks were acceptable. Would you please provide additional information regarding the
safety of below grade tanks, as one of the Commissioners had concems about this.
G. Architecture - It is important to note that the PEC said housing which was visible above
the berm would be acceptable, as long as the quality of tbe architecture was sufficient.
Below are some miscellaneous points that should be addressed with your resubmittal:
l. Please provide a revised phasing plan to reflect the work that will be done in 1995
and 1996, the work that will be done in future years, and the sequence of that
work.
2. Provide a Forest Service sigrr-off, if any re-grading is done on their property.
3. Veriff thatthere will be no additional excavation behind the Public Works shops to
allow for the additions that are proposed.
4. Provide a debris flow map at a scale of l:50 identiSing the amount of re-grading.
5. Provide a detail of the adminisfiation building at I : I 0 showing the walkways,
planters, parking areas, grades and landscaping. We are assuming that most of the
Larry Grafel
July 20, 1995
Page 3
asphalt around the building will be removed with the exception of the east side.
Please idcntify in this plan which tees remain and which trees will be removod or
fansplanted.
Thank you fc looking into these issues. The staffmemo dated July lOth includes a more detailed
analysis oftbe issues and yourresubmittal information should address these as well. If you have
questions, on would like to discuss any of them in greater detail, please do not hesitate to call me.
Susan Connellv
AIVjr
d\4hud
FROfrl:
DATE:
SUBJECT:
.V-d{ n)' h4-
the Town of Vail Public Works Administration Building and a renovation to the
Transportation and Fleet Maintenance Buildings located at 1309 Vail Valley Drive/on
an unplatted tract, located north of Vail Village, Eighth Filing.
fl^"rn
lt-
Applicant:
Planner:
Town of Vail
Andy Knudtsen *5 . lsA
.,._F\,t
BACKGROUND: O u," t
61rvr^f ,_
The public works site is located in the General Use zone district. In this zone oistk( q*\s*"
there are no allowed uses and all structures and uses require conditional use approval. - 1-there are no allowed uses and all structures and uses require conditional use approval. ..[.
In 1993, the Town hired RNL Architects and Morter Architects to design a master plan for \',
the public works site. The master plan was reviewed by the PEC and ultimately approved Ln "d'bby the Town Council in 1994. lt was determined at that time that as each phase was I o\
being prepared lor implementation, the Public Works Department would present it to the f a'\ \
PECl6r conditional use approval. At this time, the Public Works Departt"tt il- t[Jt \
requesting Conditional Use approval of Phases I and ll to be constructed in 1995 and Y "_l'\ |1996. c- I J
PR(NECT IIESCRIPTION:
The Town of Vail Public Works Department is proposing two expansions to existing
buildings located in the Public Works complex. These involve the expansion and upgrade
to the facilities for Administration, Transportation, Fleet Maintenance and Streets &
Roads. The expansion of the Administration Building is required to consolidate the
Engineering DiMsion and improve efficiency and service to the Town staff and the public.
Expansion of the Transportation and Maintenance Buildings is required to accommodate
the new 40 foot long buses being purchased for use during the 95-96 ski season.
This work will be broken into two phases,.the first phase will be completed in the late
summer and fall of 1995. The second phase will be completed in 1 996. Phase one
includes an addition and remodel of the Administration offices. The addition is
approximately 2,000 square feet. Phase I also includes new electrical seMce to the Fleet
Maintenance Building and the upgrade ol one vehicle maintenance bay to accommodate
repair of the new, longer busses.
Ft \everlrone\pec\n@E\putt ks. ?10
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Phase two includes additions to the Fleet Maintenance and Bus Barn vehicle parking
area, vehicle wash and tueling facilities, drive/s lounge and lockers, vehicle body shop
and chassis wash bays, he welding shop, and the vehicle repair bay. The additional floor
area is approximately 13,700 square feet. The existing fueling station and the existing
bus wash will be removed.
Please note that the two phases proposed are not in{ine witr the sequence identified in
the Master Plan. The Public Works staff have evaluated the needs of the Town and the
community, and have reordered the priorities, A list showing the original phasing and
how it is being reordered is provided as Exhibit A, attached to this memo.
REVIEW GRITERIA:
As this project is currently at a worksession level ol review, staff has not provided a
detailed analysis of the criteria with a formal recomrnendation. The conditional use
criteria are listed below for the PEC's information.
A. The relationship and impact of the use on he development objectives of the
Torn.
B. Effect of the use on light and air, distribution ol population, transportation
facilities, utilities, schools, parks and recreation facilities, and other public
facilities.
C. Eflect upon traffic, with particular reference to congestion, automotive and
pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the sfeets and parking area.
D. Effect upon the character of the area in which the proposed use is to be located,
including the scale and bulk ol the proposed use in relation to surrounding uses.
ISSUES FOR DISCUSSION:
Staff has identified the following points to help the PEC focus on the more critical issues.
A. Vlsltor friendllness/Accesslblllty
ln the past, one of the most important concerns ol the PEC has been the way the
Adrninistration Building is accessed by community residents who are not familiar
with fie Public Works site. This has been an important factor in the design work
of fte architect. The proposed plan includes 5 parking spaces wlrich will be
identilied as visitor spaces and will be located at the base of a new exterior stair
leading to the front entrance and reception area. The plan continues to include
the existing driveway up to the tront entrance. This will be reserved exclusively
for handicap parking and will be signed as such.
ilt.
tv.
F ! \everyone\pec\nercs\pubrhs. ?10
B.
Staff believes that the plan is a significant improvement over the exiting
conditions. A lew issues need to be discussed by the PEC to verify that the plan
has gone far enough. Are 5 guest parking spaces adequate? ls the landscaping
around the Administration Building sufficient?
Hazards
Arf Mears has evaluated the rockfall hazardand the two debris llow channels frat
affect this site. He has completed two reports and they are included as Exhibit B.
His recommendations have been shown on the site plan by Carter Burgess
Engineering and show that the debris llow channel has been rerouted around the
buildings.
Concerning the debris flow, staff believes a follow-up review should be completed
by Art Mears to verify that the proposed grading tulfills the technical reguarements
of his study. Specifically, staff would like to see the area required to contain the
debris in the event of a debris flow. How much of the parking area will be
atfected? Will any of the buildings or fuel tanks be impacted? Also, will one
channel, as shown on the site plan be adequate, or are two, as shown in the
Mears' report, required?
Concerning the rockfall, the Mears' report must be augmented to darify the extent
of the rockfall risk and if mitigation should be completed. Please see additional
comments below concerning the visual impacts from the hazad mitigation.
Landscaping
The Master Plan identified the landscaping on the berm which screens the site
lrom Interstate 70 as needing improvement. Public Works is proposing 41 tyrto-
inch caliper aspens augmented with 40 seven gallon aspens to be planted among
the spruce at the top of the berm. stafl understands that all of the materialwould
be planted in the summer of 1996. This effort wor.rld fulfill the landscaping
requirements ol not only Phases I and ll, but also the future phases.
Staff is concerned that fte plan does not include the recently planted berm beside
the snow dump. Staff bdlieves additional landscaping should be included in this
area. Staff also questions the placement. Should the berm be planted on the
side and not just at the top? Should irrigation be required for the new plantings?
Vlsibllity from adiacent neighborhoods
Staff has worked with the Public Works Deparment on this issue in the past on
other projects. From some of the streets in the golf course neighborhood,
activities at the Public Works site are visible. Because the additions to the
Admlnistration BuiEing and the Bus Barn are one- story and are relatively low,
staff believes that these will not be visible.
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F ! \everyone\pec\D@r \pubrls. ? 1 0
Two items are likely to be visible and staff is concerned about these. The first is
the debris flow channel regrading. Staking the site to determine the extent of the
regrading is critical to understand the impacts. Statf would like to see fie staking
(with he PEC) to determine if oher methods of hazard mitigation should be
pursued, or if he proposed mitigation is acceptable. At a 0inimum, a detiailed
revegetation plan must be provided to insure that the slope will regain a natural
appearance.
The second item ol concem is lighting. Staff toured the golf course
neighborhoods with the Town Engineer and identified approximately 10 lights
which created glare. Public Works has agreed to remove (or shield) these lights
and replace them with fully cut -off fixtures. Several ot them will be removed
simply by razing the bus wash building. Another analysis of the Public Works site
at night should be completed to insure that all of the lights creating glare will be
shielded or replaced.
E. Ghanoe in Phaslng/Emplovse Housing
Exhibit A shows in detail how the proposed phasing relates to the previous
phasing. Statf believes that the most pressing community needs should be
addressed lirst and we support Public Works in their evaluation of the priorities for
the public works related seMces. One change to the order which does concern
staff involves employee housing.
The Master Plan included a requirement that 3 employee housing units be
provided in conjunction with Phase l. The architects have identified a portion ol
the Public Works site which could be used for approximately 12 employee housing
unils. At this time, Public Works is anticipating that construction would be
comdeted by others.
Staff understands that there may be many different ways to provide the housing.
These include:
Gouncil funding the project by expanding tre budget to include the
housing;
A private developer constructing the units to fulfill a requirement of
a future development approval;
The Housing Authority furding he project (based on Council
authorizing the use of funds);
A joint project between the Town of Vail and Vail Associates;
A potential taxrredit project (if the site could be expanded to
include more units).
With the most etfective method available, staff would like to see housing created
at the Public works site and would be interested in hearing the PEC's @mments
about the options.
P : \everyone \pec \De[Ds \pub{X s . 71 0
F. Envlronmental lssues
Staff believes that the proposed work will improve the environmental quality.
Exlstlng tuel tanks wlll be replaced with higher quality, saler tanks.
V. GONCLUSION:
Straff has no formalconclusion at this time. We would ask that the Public Works staff and
consultants address the guestions raised in this memo as well as any other issues discussed in
the hearing on July 10. Staff is requiring that all information be proviled tor review no later than
a minimum of ten days prior to the date of the final PEC hearing.
EIl|tIl Acdrp.rtron d Ptnc
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AKTHIJR I MEARS, P.8", ITIC.
ltnrnlfLza&Coerltro
tD,FzGdiAlra%ffi,fl'"
May 16, 1995
Mr. Greg Hall, P.E.
Vail Town Engineer
75 South Frontage Road
Vail, CO 81657
RE: Supplement to Decembei, 1994 hazard analysis
Dear Mr. Hall:
This letter provides a supplement to my report dated "Decembe4 L994 in which I suggest mitigation
from rocKall and debris flow at the proposed public works facility. In this previous report I described
protecting the maintenance yard (south of ihe proposed buildings) by diverting debris onto the shed
roofs (Figure 1 of the December, 1994 report). I understand, from talking with you tbat the additional
tive load on lhe slred roofs resulting from debris deposition (Figure 2 of the report) may require an
e:rpensive structure that, as a result, is undesirable to the Town of Vail. An alternate mitigatioo is
therefore proposed below.
Debris flows, as indicated on 0rc altached drawing by anowg can be diverted into the storage area
between the two sheds and to the west and east sides of the sbeds. Tbis can be accomplished by
excavating a ditch,rberm system lo direct the flows as shown by lhe arrows. Required characteristics of
this system are as follows.
a. The vertical difference between the top of each berm and the bottom of each ditch (as
viewed in cross section) must be 4.0c fl.
b. The widtb of eacb ditch must be no less than 5 feet.
c. The 'apex anglen where the two berms intersect must be no$th"n 60".
d. The berms must meet at the apex point.
The proposed design will clearly not protecl the slorage area between the two sheds, but I undentand
from talking with you that this presenls an acceptable risk. As noted in my repori, tbe probability of a
debris flow at this site is small.
Please contact me if you have any questions.
Sincerely,
Cdt"^4 Wr.,t
Arthur l. Mearg P.E.
Avalanche-control engineer
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' AVALANCHE ROCKFALL, AI{I) DEBRIS tLOw HAZARD AI{ALYSIS
VAIL PUBLIC WORKS FACILITY
Prepared For
Mr. Greg llall
Yail Town Engineer
heparcd By
Arthur [. Mcars, P.E., Inc.
Gunnison, Colorado
Dcccmbcr, 1994
|.
ARTHI.'R I. MEARS, P.E., INC
l,hnnlFLarl*Cqilrro
Zl2ErtGodicArr.
Gni.tCdddD El2r0nt-ut.ttt5
December 6, L994
Mr. Grcg Hall, P.E.
Vail Town Enginecr
75 South Frontagc Road
Vail, CO 81657
Dear Mr. Hall:
The enclosed rePort, as you requested in your lctter of Scptember 15, 1994, addresses selected
geologic hazards affecting the proposcd Vail hrblic Works Department shop facility. This
study addresses potentid avalancbc, rockfall, and deb'ris flow hazards.
Please contact me if you have any qucstions.
Sincerely,
CAU^a flao,*
Arthur I. Mears, P.E.
Avalancbc control enginccr
Encl.
It&l Jltq c A&dz o Ao&r'r.Catolffit
,'
1 SUMMARY AND MITIGATION
1.1 I{AZARD
The proposed Town of Vait Public Works facility is not exposed to snow-avalanches but is
exposed to rare, low-cnergy rockfall and debris llow hazards. Neither rocKall or debris
flow has been a problem during operation of the current facility Goughly 20 years) or sincc
the development of Vail in 1962. Study of aerial photographs dating back ro 1939 indicate
that rocKall and debris flows have not affectcd the sitc during this century. Fietd
observations indicate that the sizes and probabilities of rockfall and debris flow are srnall.
Because tbe hazards from rocKall and debris flow are small, mitigation probably would not
be required at many similar locations outsidc of Vail. However, if elinination or all
reasonably foreseeable hazards from these two proccsses is required in order to conform to
Vail Hazard Regulations, specific steps can be taken as discussed in Section 1.2 md the text
of this report.
1.2 MMGATION
Mitigation from the rare rockfall and debris flow processes can be achieved as outlined on
Figures 1,2, md 3. Specific steps required are:
a. Construction of a deflecting berm to deflect rockfall and debris flows away from
the open storage area onto the two shed roofs (Figure 1);
b. lnstalling a short rockfall fence at tbe south edges of the shed roofs; this fence
must be designed to rcsist rockfall €nergy and momentum as specified (Figure 2);
c. Reinforcing thc north shed roofs for debris-flow depositional loads; loads may be
treated as static and are in addition to all othcr loads normally required at this location
(Figure 3).
Final location of the deflecting berm "a," will depend on a site visit to be conducted during
construction and after excavation of the alluvial fan.
The mitigation specified will protect the facility and will comply with Tonm of Vail Hazard
Regulations (Section 18.69.052 IC] O) and will not dcflect rockfall or debris onto adjacent
public or privatc propcdy.
2 OBJECTTVES AND UMITATIONS
As requestcd by Mr. Grcg Hall, Vail Town Enginccr, this rcport has the following obJectives:
a. Analysis of snow avalanche, rocKall, and debris flow hazardsJhat may affect the
proposcd shop facilitic.s;
b. Recommendations of mitigation that can be used to protccf from these geologic
hazards.
Tbe report also has the following limltatlons which should bc undcntood by all those relying
on the results:
a' Other geologic ptocesscs (floods, large-scalc, slow-moving landslides, soil and
foundation conditions) that may affect the site are beyond the scope of this study;
b. Performance specifications havc been based on sitc sections, views and maps
provided in the executivc summary master plan report by Morter Architects/RNl
Design/Fleet Maintenancc Consultants, [nc. dated January, 1994; revisions to these
plans may invalidate the results prescnted here.
3 SNOW AVAI,A,NCIIE
The proposed building site is not within an "avalanche influencc zon€n as shown on Town ofVail maps (Mears, 1976). Furtherrnore, site investigations completed for thjs study did not
identify any avalanche arc,as.
Therefore, we conclude that snow avalanche hazard does not exist and mitigation will not be
necessary.
4 ROCKFALL
Thc proposcd site lies within a 'High Sevcrity" rockfall hazard arca (Schmueser &
AssociatesA'{icholas Iampiris, 1984). This high scvcrity dcsignation was undefined in the
report, but, presumably docs indicate the potcntial for serious rockfall damage or injury exists
within the mapped arca.
4.1 SITE CONDITIONS Al.lD ROCKFALL HAZARD
Site inspections and acrial photognphic analysis completed for lhis study indicated the
following.
a. Evidence for frequent rockfall does not exist in the proposed building area.
Howcvcr, construction of thc prescnt facilities may havc removcd any evidence for
rockfall.
b. Study of aerial photographs dated 1939, 1950,1962 (taken before construction)
does not show rockfall deposits on undisturbed slopes in the area.
c. RocKall deposits (isolated rocks up to roughly 2.0-2.5 feet diameter) are located
oo the slopes approximately 2M - 400 feet above the proposed facility.
d. An eroded rock outcropping embedded within the colluvial slope approximately
400 - 600 feet above and north of the proposcd facility provides a source for
infiequent rockfall activity.
Althougb the potential for rockfall cannot be discounted at this location, rockfall will be
infrequent (possibly one to a few events per century?) and will not produce large boulden
with high velocity and energy. Rockfall has not been a problem during use of the current
site' The hazard from rockfall will therefore be small and acceptable by the standards
normally used in evaluating rockfall n-TO.
The dynamics of rockfall was further quantified through application of the Colorado Rocpall
Simulation Progam (CRSP). The program was forced to produce rockfall that would reach
the center of the existing flat parking lot area, it being assumed that rocKall might reach this
area during extraordinary and rare conditions.
When a 2.5-foot diameter boulder is assumed in the CRSP analysis and the existing terrain,
and ground roughness and bardness observed above the shop is used in modeling, t[e
following conclusions are reached. This analysis was repeated for the a) existing conditions
and b) assuming the storage areas were in ptace.
a. EXISTING CONDITIONS. A 2.5-foot boulder has a 29%6 chancc of reaching the
flat area north of the proposed central building/bus barn; a 27Vo chance exists thal the
north wall of the building will be hit by rolling rather than bouncing rocks.
b. WITH STORAGE SHEDS. Becausc of tbe dissipating effcct of tbe shcd roofs,
there exists a 24Vo chance that thc flat tcnain north of thc ccntral building will bc
reached, but only a 6% chanen that thc north building wall will be reached. Rockswill be rolling rather than bouncing at the south edges of the shed roofs. A yard
storage area between the two storage sheds approximately 2fi) feet wide is pianned.
Within this area the shcds will not provide mitigation and rockfall will behavc as
describcd under 'a."
4.2 ROCKFALL MITIGATTON
Rockfall mitigation is required only if substantial reduction of thc small existing roc6all
hazard is required. As noted above, rockfall has not been a probtcm during opcration of the
existing facility and will be a rare event at the location of the proposcd faqility. If the smalt
rockfall hazard is unacccptable, the following steps will be required to mitigate the hazard.
a. ROCKFALL DEFLECTOR. A "V-shapcd'rocKall deflector sbould bc insralled
on the slope abovc the storage area (this nstorage arca" will bc locatcd between thc
two storage sheds). Figure 1 shows the general layout and required size of the
deflector, howevcr, a site inspection will bc necded during construaion (after
excavation) for final layout of the berm.
b. FENCE. A rockfall fenen,Z.0 feet high will also be required at the south end of
the storagc sheds (Figure 2). This fence should be designed to absorb the kinetic
energy associated with a 2.5-foot, l,3(x)-pound rock rolling at 12 ft/second.
Thc rockfall mitigation specified will also protect against the rare debris f,ow cvents that
could occur at this site (Scction 5).
5 DEBRIS FLOWS
5.1 SITE CONDITIONS AT.ID DEBRIS-FLOW HAZARD
As indicated on Town of Vail maps (Mears, 1984), the proposed sitc is cut into an alluvial
fan, or deposit built from debris flow activity. Because of the fine-grained tcxture of the fan
deposit and the lack of large, well-defined source areas in the tenain north of the sitc, the
debris flow hazard level is rated as nmoderatc." Moderate debris flow hazard is defincd as an
area that cAn "....experience property damage through flooding, erosion and impact of muddy
yvater, soil, roclg and debris."
Debris floys are clearly rare evcnts at this location. Tbey have not bcen obscrvcd during the
past three decades of Vail development. Study of aerial photographs takcn in 1939, 1956,
and 1962 (prior to construction of thc prescnt maintcnance facility), do not show evidence of
dcbris flows during this ccntury.
Because the events are rarc and the texturc of the alluvial fan suggests they will not be highly
destructive if they do ocorr, the hazard at the site is small.
5.2 DEBRIS-FLOW MITIGATION
Debris flows can be mitigated by (a) directing the flow onto the shed roofs by the rockfall
deflcctor discussed in Section 4.2 (a), and O) dcsigring the shed roofs for dcpositional loads
as discussed below.
a. ROOF DBSIGN. The shed roof should be reinforccd for depositional loads of
debris, mud and water as specified in Figurc 3. Thc road is triangutar in shapc,
assumcs a 2.5-foot dcPth at the north cnd, a density of 120 lbs/ff and a roofslope of
10% (taken from the January, 1994 Master Plan Report). Bccausc deposition wiit Uc
gradual (over a period of several minutcs), impact toaasneeO not-be considered.
In order for the proposed mitigation to work, thc rocKall dcflector (Section 4.2, Figure 1)
must also be used.
6 COMPLI,ANCE WITH HAZARD REGUI.ATIONS
The mitigation methods recommended in this report will not deflect the rockfall or debris
flow loward adjacent private or public property, therefore fully comply with vail Hazard
Regulations (Section 18.69.052 tCl O).
Report heparcd by,
&rL^l (ilu,,a
Arthur I. Mears, P.E.
Avalanche-control engineer
Apgrox. Rockfa[/Debrls -Flow
Dlrectlon
Storage Area
FIGT RE l. Mitigation layout (op) and dcllcctor wall soss-*cction (bottom). Systcm will providc mitigatiol from
roclf,all and debris flry wbco uscd witb additioMl Protcctior shown il Figurcs 2 md 3.
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ARTHtJRI. MEAR^S, P.E", INC.
lttrnlFLar*Cqrltro
&,FtGrdbAn
%ffi,:;'"
May 16, 1995
Mr. Greg Hall, P.E.
Vail Tovm Engineer
75 South Frontage Road
Vail, Cll 81657
RE: Supplement to Decembei, 1994 hazard analysis
Dear Mr. Hall:
This letter provides a supplement to my report dated "December, 1994n in which I suggest mitigation
from rocldall and debris flow at the proposed public works facility. [n this previous report I described
protecting lbe maintenance yard (south of the proposcd buildings) by diverting debris onto the shed
roofs (Figure I of the December, 1994 report). I understan{ ftom talking with you that the additional
live load on the shed roofs resulting from debris deposition (Figure 2 of the report) may require an
expensive struclure thal, as a result, is undesirable to the Town of Vail. An altemate mitigation is
tbcrefore proposed below.
Debris flows, as indicated on the attached drawing by arrowg can be diverted into the storage area
between the two sheds and to the west and east sides of the sheds. This can be accomplished by
excavating a dilch/berm system to direcl the flows as slrown by lhe arrows. Required characteristics of
this system are as follows.
a. The vertical difference between the top of each benn and the bottom of each ditch (as
. viewed in cross section) must be 4.0r ft.
b. The width of eacb ditch must be no less than 5 feet.
IOORE
. c. Thc napx anglen where the two berms intersecl must be no |C- than 60o.
d. The berms must meet at the apex point.
The proposed design will clearly not protect the slorage area between the two sheds, but I understand
from talking with you that this presents an acceptable risk. As noted in my report, the probability of a
debris flow at this site is small.
Please contact me if you have any guestions.
Sincerely,
Cdu^'l.Wr.,t
Arthur I. Mearg P.E.
Avalanche-conhol engineer
Ilb Wa$t . A&.b. Ac,brlp htnl&vtscthg
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AVAL{'NCI{E, ROCKFALL, At{D DEBRIS FI,oW IIAZARD AIVALITS$
VAIL PUBLIC WORKS FACILITY
Prepared For
Mr. Greg llall
Vail Town Engineer
Preparcd By
Arthur [. Mears, P.E., lnc.
Gunnison, Colorado
Decembcr, 1994
r.
ARTHIJR I. MEARS, P.8., INC
l,lrtrnlFluu&Cqrltro
22i!ErGod*An
Gdo. Cdcrdo 81210nt-ut.t2fr
December 6, 1994
Mr. Greg Hall, P.E.
Vail Town nngncer
75 South Frontagc Road
Vail, CO 81657
Dear Mr. Hall:
The eDclosed rcpofi, :ts you requested in your lctter of September 15, 1994, addresscs sclccied
geologic hazards affecting the proposed Vail hblic Works Department shop facility. This
study addresses potential avalanche, rockfall, and debris flow hazards.
Please contact me if you have any questions.
Sinccrcly,
CAn4(Mno
Arthur I. Mears, P.E.
Avalanche control cngincer
Encl.
tb Wohg o A&rcllrr o Aubr;bGrartlalEt|trllfic
1 SUMMARY AND MITIGATION
1.1 HAZARD
The proposed Town of Vail Public Works facility is not exposed to snow-avalanches but is
cxposed to rare, Iow-energy rockfall and debris llow hazards. Neither rockfall or debris
flow has been a problem during operation of the current facility (roughly 20 years) or since
the development of Vail in L962. Study of aerial photographs dating back ro 1939 indicate
that rockfall and debris flows have not affected tbe site during this century. Field
observations indicate that the sizes and probabilities of rockfall and debris flow are small.
Because the hazards from rocKall and debris flow are small, mitigation probably would not
be required at many similar locations outside of Vail. However, if elimiaation or all
reasonably foreseeable hazards from these two processes is required in order to conform to
Vail Hazard Regulations, specific steps can be taken as discussed in Section 1.2 and the text
of this report
1.2 MITIGATION
Mitigation from the rare rockfall and debris flow processes can be achieved as outlined on
Figures 1,2, and 3. Specific steps required are:
a. Construction of a deflecting berm to deflect rockfall and debris flows away from
the open storage area onto the two shed roofs (Figure 1);
b. Installing a short rockfall fence at the south edges of the shed roofs; this fencc
must be designed to resist rockfall energy and momentum as specified (Figure 2);
c. Reinforcing the north shed roofs for debris-flow depositional loads; loads may be
treated as static and are in addition to all other toads normally required at this location
(Figure 3).
Final location of the deflccting berm na," will depend on a sitc visit to be conducted during
constnrction and aftcr excavation of the alluvial fan.
The mitigation specificd will protcct the facility and will comply with Town of Vail Hazard
Regulations (Section 18.69.052 tC] (b) and will not deflect rockfall or debris onro adjacent
public or privatc property.
2 OBJECTTVES AND LIMITATIONS
As rcquested by lv{r. Grcg Hall, Vail Town Engineer, this report bas the following obJectives:
a. Analysis of snow avalanche, rockfall, and debris flow hazardsJhat may affect thc
proposed shop facilities;
b. Recommendations of mitigation that can be used to protcct from thcse geologic
hazards.
The report also has the following limitations which should bc undcrstood by all those relying
on the results:
a. Otber geologic processes (floods, largc-scale, slow-moving tandslides, soil and
foundation conditions) that may affect the site are beyond the scope of this study;
b. Performance specifications have been based on site sections, views and maps
provided in the executive sunrmary mastcr plaU report by Morter architects/RNl
Design/Fleet Maintenance Consultants, Inc. dated January, 1994; revisions to thes€
plans may invalidate the results presented here.
3 SNOW AVAI.ANCTM
The proposed building site is not within an "avalanche influence zone" as shown on Town of
Vail maps (Mears, 1976). Funhermore, site investigations completed for this study did not
identify any avalanche arcas.
Therefore, we conclude that snow avalanchc hazard does not exist and mitigation will not be
necessary.
4 ROCKFALL
The proposed site lics within a "High scverity" rockfall hazard arca (Schmueser &
AssociatesA''{icholas l:mpiris, 1984). This high scverity dcsignation was undefined in thc
report, but, presumably does indicate the potential for serious rockfall damage or injury cxists
within the mappcd arca.
4.1 SITE CONDITIONS AND ROCKFALL I{AZARD
Site inspections and acrial photographic analysis completed for this study indicatcd the
following.
2
a. Evidence for frequent rockfall does not cxist in the proposed building area.
However, construction of the present facilitics may have removed any cvidence for
rockfall.
b. Study of aerial photographs dated 1939, lg5}, 1962 (taken before construction)
does not show rockfall deposits on undisturbed slopes in thc area.
c. RocKall deposits (isolated rocks up to roughly 2.0-2.5 feet diamcter) are locatcd
on tbe slopes approximately 2ffi - 400 feet above the proposed facility.
d. An eroded rock outcropping embedded within the colluvial slope approximately
400 - 600 feet above and north of the proposed facility provides a source for
infrequent rockfall activity.
Althougb the potential for rockfall cannot be discounted at this location, rockfall will be
infrequent (possibly one to a few events per c€ntury?) and will not produce large boulders
with high velocity and energy. Rockfall has not bccn a problem during use of the current
site. The hazard from rockfall will thereforc be srnall and acceptable by the standards
normally used in evaluating rockfall hazard.
fie dynamics of rockfall was further quantified through application of the Colorado Rockfall
Simulation Program (CRSP). The program was forced to produce rockfall that would reach
the center of the existing flat parking lot area, it being assumed that rockfall might reach this
area during extraordinary and rare conditions.
When a 2,5-foot diameter boulder is assumed in the CRSP analysis and the existing terrain,
and ground roughness and hardness observed abovc the shop is used in modeling, the
following conclusions are reachcd. This analysis was repeated for the a) existing conditions
and b) assuming the storage areas were in placc.
a. EXISTING CONDITIONS. A 2.5-foot boulder has a29Vo chance of reaching the
flat area noilh of the proposed central building/bus barn; a 27Vo chance exists thai the' north wall of the building will be hit by rolling rather than bouncing rocks.
b' WITTI STORAGE SHEDS. Becausc of the dissipating cffect of the shed roofs,
there cxists a 24% chmc, that the flat tcrrain north of thJ central building will bc
rcached, but only a 6Vo chance that the north building wall will be reached. Rocks'
will be rolling rather than bouncing at the south edges of the shed roofs. A yard
storage area betwecn the two storage sheds approximately 200 feet wide is pianned.
Within this area the sheds will not provide mitigation and rockfall will behive as
describcd under "a."
4.2 ROCKFALL MITIGATION
Rockfatl mitigation is required only if substantial rcduction of the small existing rockfall
hazard is required. As noted above, rockfall has not been a problem during opcration of thc
existing facility and will be a rare event at the location of thc proposed faeility. tf tbe small
rockfall hazard is unacceptable, the following steps will be required to mitigatc thc hazard.
a. ROCKFALL DEFIICTOR. A "V-shapcd" rockfall dcflector sbould be installed
on the sloPe above the storage area (this "stonge area" will be located between the
two storage sheds). Figure I shows the general layout and required size of the
deflector, however, a sitc inspection will be needed during construction (after
excavation) for final layout of the benn.
b. FENCE. A rockfall fene' 2.0 fcet high will also be required at the south cnd of
the storage sheds (Figure 2). This fcncc should be dasigrcd to absorb the kinetic
energy associated with a 2.5-foot, 1"300-pound rock rolling at 12 ft/second.
The rockfall mitigation specified will also protect against thc nrc debris flow evcnts that
could occur at this site (Section $.
5 DEBRTS FLOWS
5.1 SITE CONDITIONS AT.ID DEBRIS-FLOW HAZARD
As indicated on Town of Vail maps (Mears, 1984), the proposcd sitc is cut into an alluvial
fan, or deposit built from debris flow activity. Because of the fine-grained texture of the fan
deposit and the lack of large, well-defined sourcc areas in the terrain north of the site, the
debris flow hazard level is rated as "moderale.n Moderate debris flow hazard is defined as an
area that c:rrr ",..6perience property damage through flooding, erosion and impact of muddy
water, soil, rock, and debris.'
Debril flows are clearly rarc cvents at this location. They bavc not becn observed during the
past three decades of Vail development. Study of aerial photographs takcn in 1939, 1956,
and 1962 (prior to construction of the prcsent maintenance facility), do not show evidencc ofdcbris flows during this cctrtury.
Becausc the evcnts are rare and the tcxturc of thc alluvial-fan suggests they will not be highly
destructive if they do occur, the hazard at the sitc is small.
5.2 DEBRIS-FLOW MITIGATION
Debris flows can be mitigatcd by (a) directing thc flow onto thc shcd roofs by the rocldall
deflector discussed in Section 4.2 (a), and (b) designing thc shcd roofs for dcpositional loads
as discussed below.
a. ROOF DESIGN. The shed roof should be reinforced for depositional loads of
debris, mud and water as spccificd in Figure 3. The load is triangrlar in shapc,
assumcs a 2.5-foot depth at the north cnd, a dcnsity of 12I) lbs/ff and a roof slope of
10Vo (taken from thc January, 1994 Master Plan Report). Bccause dcposition wlit Uc
gradual (over a period of sevcral minutes), impact toaAsncca not-be considercd.
In ordcr for the proposed mitigation to work, the rockfatl deflector (Section 4.2; Figure 1)
must also be uscd.
6 COMPLI,ANCE WITH HAZARD REGULATIONS
The mitigation methods recommended in this report will not deflect the rocldall or debris
flow toward adjacent private or public property, therefore fully conply with vail Hazard
Regulations (Section 18.69.052 ICI (b)).
Report Prepared by,
&f|^l flra,t
Arthur I. Mean, P.E.
Avalanche-control enginecr
Approx. Rockfalf/Debr{s-Flou
Dlnectlon
Storage Area
FIGURE 1, Mitigarion layout (top) ad dcllector wall cross*cction (bonon). Systcm will Providc miligatiotr from
rocldall aod debris flow wheo urcd with additional protcctioD shown in Figurcs 2 and 3.
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Ph.eing Apprcved in luaster phn Cumnt Pl.nned phasing
Retaining \rttalts rnd Excevat'on..... ....*. phase lV, 19g9
ll#: Ilif:: f::::TTlT1Til".:.... phese [, 1eg6 _ partiar pavrns and randscrpe
:::31;:gy'j1'f 3TT;,I11 "f .io".....,.......... p r,..! ii, i il _ ;;;;; ffi##il#:
:n'Yf:jy:.r"::11? g:1n are phare r) .....,......... vr,r,"1 t .or
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f-p"r" hazard nrlffgaton repod..,..,...,. ...,... Comfteted 1gpt1gg69tanea hr;ar'{-.- --r^-r-r-^.---^- - rPrepare hazardous mabrlsts^flaste abrage reporf
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Streeb HeabdSbr4e
Covered Strccb Building
......... After phase lV depending on need and tunding
Welding Shop and Chassls $rbsh Bay...... ... phasi t!. 1996CfnderSbnge ,
Pad(e Slor.ge
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Publicwbrl(s Shops
Covcred Slotage
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Remwe ExirUng Fuolhg and Wash
Nafl FueuhLsh Facitifiee
Phase ll, ',l996
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Admlnisfration Building......... phasi t, 1995 - 1p of progmmmed F-xpansionSiteuork and parking Area.. . phatd l. lgg5 , sitework and vi$ltor parldng
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F. Envlronmenfd hruec
Staff believes thal he Fopos€d work will impon the environmental qrnllty.
Exlstirp ftreltarilG wlll bo r€placad u,tfi htgher qntty, saler tanks.
V. OOIELUSION:
staff has no brmal condusion at this tme. we nuukl ask thar the Prtllc wofts steft and
consultanb address the queetbrc rabed in fils memo as ruell as any other iseuee &qrred br
the heaing on July 10. Slrft is mquldttg fiat dl lnbmaton bo provfiled lor rwlew no larr tharl
a minimum of ten days triorto ths dale of lhe flnal PEC h6arhg.
Erh5ll AFqlf,a.tron d t{|.aEIliFrBdrArII,rtrfcr
F r \3vertrone\Fc\p.Vruhf.. 7f 0
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Two items are likely to be visible and statf is concerned about these. The lirst is
the debris flow channel regrading. Staking the site to determine the extent of the
regrading is critical to understand the impacts. Staff would like to see fie staking
(with he PEC) to determine if other rnethods of hazard mitigation should be
pursued, or if the proposed mitigation is acceptable. At a 4inimum, a detailed
revegetjation plan must be provided to insure that the slope will regain a natural
appearance.
The second item of concern is lighting. Staff toured the golf course
neighborhoods with the Town Engineer and identified approximately 10 lights
which cleated glare. Public Works has agreed to remove (or shield) these lights
and replace them with fully cut -off fixtures. Several of them will be removed
simply by razing the bus wash building. Another analysis of the Public Works site
at night should be completed to insure that all of the lights creating glare will be
shielded or replaced.
E. Change in Phasino/Emplovee Housino
Exhibit A shows in detail how the proposed phasing relates to the previous
phasing. Statf believes that the most pressing community needs should be
addressed first and we support Public Works in their evaluation of the priorities tor
the public works related services. One change to the order which does concern
staff involves employee housing.
The Master Plan included a requirement that 3 emdoyee housing units be
provided in conjunction with Phase l. The architects have idenlified a portion of
the Public Works site which could be used for approximately 12 employee housing
units. At this time, Public Works is anticipating that construction would be
completed by others.
Stafl understands that there may be many diflerent ways to provide the housing.
These include:
Council funding the project by expanding the budget to include the
housing;
A private developer constructing the units to fulfill a requirement of
a future development approval;
The Housing Authority funding the project (based on Council
authorizing the use of funds);
A joint project between the Town of Vail and Vail Associates;
A potential tax-credit project (if the site could be expanded to
include more units).
With the most effective method available, staff would like to see housing created
at the Public Works site and would be interested in hearing the PEC'S comments
about the options.
F t \ everyone \pec\nc[ra \puurts . 71 0
c.
Staff believes that the plan is a significant improvement over the exiting
conditions. A few issues need to be discussed by the PEC to verify that the plan
has gone far enough, Are 5 guest parking spaces adeguate? ls the landscaping
around the Administration Building sutficient?
Hazards
Art Mears has evaluated the rocklall hazardand the two debris flow channels that
aftect this site. He has completed two reports and they are included as Exhibit B.
His recommendations have been shown on the site plan by Carter Burgess
Engineering and show that he debris flow channel has been rerouted around the
buiklings.
Concerning the debris flow, staft believes a follow-up review should be completed
by Art Mears to verify that the proposed grading fulfills the technical requirements
of his study. Specifically, stafl would like to see the area required to contain the
debris in the event of a debris flow. How much of the parking area will be
affected? Will any of the tuildings or luel tanks be impacted? Also, will one
channel, as shown on the site plan be adequate, or are two, as shown in the
Mears' report, required?
Concerning he rockfall, the Mears' report must be augmented to clarify the extent
of he rocklall risk and il mitigation should be completed. Please see additional
comrnents below concerning the visual impacts from the hazard mitigation.
l"andscaoino
The Master Plan identified the landscaping on the berm which screens the site
from Interstate 70 as needing improvement. Publlc Works is proposing 41 two-
inch caliper aspens augmented with 40 seven gallon aspens to be planted among
the spruce at he top ol he berm. Statf understands that all of the material woukl
be planted in the surnmer of 1996. This effort would fulfill the landscaping
requirements of not only Phases I and ll, but also the future phases.
Staff is concerned that he plan does not include the recently planted berm beside
the snow durnp. Staff believes additional landscaping should be included in this
area. Statf also questions the placernent. Should the berm be danted on the
side and not just at fie top? Should irrigation be required for fie new plantings?
Visibiliw from adiecent neighborhoods
Stafl has worked with the Public Works Department on this issue in the past on
other proiects. From some of the streets in the gof @urse neighborhood,
activities at the Public Works site are visible. Because the additions to the
Administration Building and the Bus Barn are one- story and are relatively low,
staff believes that these will not be visible.
D.
F r \everyone\pecVnarcr\pubnk5. 710
I'.o
i'
Phase two includes additions to the Fleet Maintenance and Bus Barn vehicle parking
area, vehicle wash and fueling facilities, drive/s lounge and lockers, vehicle body shop
and chassis wash bays, the welding shop, and the vehicle repair bay. The additional floor
area is approximately 13,700 square feet. The existing tueling station and the existing
bus wash will be removed.
Please note that the two phases proposed are not injine with the sequence identitied in
the Master Plan. The Public Works statf have evaluated the needs of the Town and the
communlty, and have reordered the priorities. A list showing the original phasing and
how it is being reordered is provided as Exhibit A, aftached to this memo.
REVIEW GFITERIA:
As this project is currently at a worksession level of review, staff has not provided a
detailed analysis of the criteria with a formal recommendation. The conditional use
criteria are listed below for the PEC's information.
A. The relationship and impact of the use on the development objectives of the
Town.
B. Etfect of the use on light and air, distribution of population, transportation
facilities, utilities, schools, parks and recreation facilities, and other public
facilities.
C. Effect upon traffic, with particular reference to congestion, automotive and
pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the streets and parking area.
D. Etfect upon the character of the area in which the proposed use is to be located,
including the scale and bulk of the proposed use in relation to surrounding uses.
ISSUES FOR DISGUSSION:
Staff has identified the following points to help the PEC focus on the more critical issues.
A. Visitor frlendllness/Accesslblllty
In the past, one of the most important concerns of the PEC has been the way the
Administration Building is accessed by community residents who are not familiar
with the Public Works site. This has been an important lactor in the design work
of he architect. The proposed plan includes 5 parking spaces which will be
identified as visitor spaces and will be located at the base of a new exterior stair
leading to he front entrance and reception area. The plan continues to include
the existing driveway up to the lront entrance. This will be reserved exclusively
for handicap parking and will be signed as such.
ilt.
tv.
F : \everyone\pec\oenos\pubwxs. ?10
TO:
FROTI:
DATE:
SUBJECT:
t
FILE coPy
IIEMORANDUil
Planning and Environrnental Commission
Department of Community Development
July 10, 1995
A request for a worlsession for a conditional use permit to allow for an addition to
the Town of Vail Public Works Adrninistration Building and a renovation to the
Transportation and Fleet Maintenarne Buildings located at 1309 Vail Valley Drive/on
an unplaned trad,located north of VailVillage, Eightlr Filing.
Applicant: Town of VailPlanner: Andy Knudtsen
BACKGROUND:
The public works site is located in the General Use zone district. In this zone district,
there are no allowed uses and all structures and uses require conditional use approval.
ln 1993, the Town hired RNL Architects and Morter Architects to design a master plan for
the public works site. The master plan was reviewed by the PEC and uhimately approved
by the Town Council in 1994. lt was determined at that time that as each phase was
being prepared for implementation, the Public Works Departmentwould present it to the
PEC for conditional use approval. At this time, the Public Works Department is
requesting Conditional Use approval of Phases I and ll to be constructed in 1995 and
1996.
PROJECT DESCRIPTION:
The Town of Vail Public Wofts Departrnent is proposing two expansions to existing
buildings located in the Public Works complex. These involve the expansion and upgrade
to the facilities for Administration, Transportation, Fleet Maintenance and Streets &
Roads. The expansion of the Administration Building is required to consolidate the
Engineering DiMsion and improve efficiency and service to the Town staff and the public.
Expansion of the Transportation and Maintenance Buildings is required to accommodate
the new 40 foot long buses being purchased for use durirq the 95-96 ski season.
This work will be broken into two phases, the first phase will be completed in the late
summer and fall of 1995. The second phase will be completed in 1996. Phase one
includes an addition and remodel of the Administration offices. The addition is
approximately 2,000 square feet. Phase I also includes new electrical seMce to the Fleet
Maintenance Building and the upgrade ol one vehicle maintenance bay to accommodate
repair of the new, longer busses.
F : \everyone\pec\Derlpg\pubwts. ?10
THIS lTEtll lvtAY EFFECTYOUR PFOPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on July 24, 1995, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
1. A request for a Conditional Use Permit to allow for the remodel of lhe Golf Course
Maintenance Facility,located at1278 VailValley Drive/ParcelE, VailVillage 7th Filing.
Applicant: Vail Recreation District, represented by Ernie Bender
Planner: Russell Forrest
2. A request for a major SDD amendmenf, located at the Vail Athletic Club/352 East
Meadow Drive and more specilically described as follows:
A parcet ot land in Tracl B, Vail Villags First Filing. Town of Vail, Eagle County, Colorado, commencing al lhe
Northeast comer ol said Traa B; thence N 79'46'00' W along the Norlhedy line ol Vail Village, First Filing, and
along the Nonherly line ot sajd Tract B 622.86 feet; lhence S 06'26'52' W a dislance ol 348.83 te€t lo lha
Southwest comer of lhat parcel of land described in Book i91 al Page 139 as recorded Januaty 10, 1966 and filed
in Reception No. 102978 in lho Eagla Coumy Record3, said comer also being lhe Trua Point of Beginning; lhence
S 79i0408' E and along tha Soulherly line of said parcel 200.00 leet to the Soulheasl comet lhereol; lhence N
62'52'00' E and along th6 Nonhedy line of lhat parcet ol land described in Book 222 al Pege 513 as recorded in
1971 in lhe Eagle County Records, e distance of 66.78 feet 10 lhe Nodheaslerly corner of sad parcel ol land; said
comef being on the Weslerly righl-olway line ol Gore Creek Fload, as planed in Vail Village. Filth Filing: lhence N
27'1337'\ry a dislance o177.37 leel atong said Wesleriy right-of-, €y line of Gore Creek Road; thence N
89"29'22' Vr' a disrance ot 12.80 teet ro rh€ Nonheasleriy comer ol that parcel ol tand described in Book 191,
Pags t 39 as recorded January 10, 1965 and fileC in Beceplion No. 10?978 in lhe Eagle County Records; thenca
Nonhwesterly 26.51 feet along the arc o, a 37.50 leet radius curue lo thE letl having a central angle of 40'30'00'
whose chord bears N 53'40'00' lV a dislanc€ ol 25.96 leel lo a poinl of langencyi rhence N 73'55'00' W and
along said tangent 166.44 leel;thence N 95'i021'W a dislance of 50.40leet lo the Nonhvvesledy comer ot lhe
Mountain Haus Parcel; lhenco S 02'18D0'W and along lhs easterly linE of said Mounlain Haus Parcel a dislanc€
ol 100.00 feet ro lhe Sourheesterly corner rhereot;1h6nc6 S 45'13'53' E a dislance ol 38.70leet lo lhe True Poinl
ol Beginning, containing 30,486 squere feet, mor€ or less.
Applicant: ANT 1987 Limited Partnership, represented by Stan CopePlanner: Mike Mollica
A request for a major SDD amendmenl lo allow for the expansion of the Glen Lyon Office
Building, located at 1000 S. Fronlage Rd.iArea D, Cascade Village SDD #4.
Applicant Gordon Pierce for Glen Lyon PartnershipPlanner: Randy Stouder
A request for a site coverage variance to allow for an expansion to an exisling residence
located at 1816 Sunburst Dr./Lot 1, Vail Valley Third Filing.
Applicant: John SlanleyPlanner: Randy Stouder
3.
4.
FlA,aryonc\p.chorices\072a95 N4*il
+'
o
S. A request for a parking variance and a conditional use permit to allow the Medical Center
to park a mobild catheler lab/trailer at he Meadow Drive loading area, located at
. 181 West Meadow Drlve/Lots E & F, VailVillage 2nd Filing.
Applicant VailValley MedicatCenter, represented by Dan Feeney
Planner: Randy Stoudel
A request for a Conditional Use Permit to allow for an addition to ttre Town of Vail Public
Worlis Adminlstradon Buitding and a renovaton to the Transportation and Fleet
Maintenance Buildings located at 1309 VailValley Drive/on an unplatted tracl, located
north of Vail Village, Eighth Filing.
Applicant: Towri of Vail 'Planner: Andy Knutdsen
Flev.ryoru\pr*ro$c"!872a95
US Forest Senice
Attr: BillWood
P.O. Box 190
Minturn, CO 81645
Co. Departnent of Trans.
4201 Arkansas Ave.
Denver, CO80222
Co. Deparfirent of Trans.
P.O. Box 298
Eagle, CO 81631
Vail Associates
Attn: Joe Macy
P.O. Box 7
Vail, CO 81658
Co. Deparfinent of Trans'
P.O. Box 2107
Grand Junotion, CO 81502
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JUL E6 '95 A1:43PT4 RNL DESIGN
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P,7/9
JUL @6 '95 A1:43PI4 RNL
IITIURI DATA
TIXIURI
r0l{lAltA 3l
ONTAN
SUPERI 0 R ME CHAI'IICAIS :
Uvnzno Brt l.rsr/RnnLEctoR
Sr-srnu:
and rnaintenanse :. Automatic primary discounecti
Sr.upo Opttcs:
Hinged and sealed for removal
as a unit
E"riiryil,r***.d for insullatioI
and mahtenauce
. Hineed and removable as a unit. -ga;i$lcc.sled
for installatiorl
P.8/9
%reaslzF'
TsMpnnEp Guss Lutts:
o Thermal and impact'temPered
for safetv and durabilitY. Consistent lightins performance
Exrnuuno Aluullutrl LBrs
Flnur Wtrnour WPms
. Accurately mitered corncrs. I..ens secured with internal
corner keys
e Quick rel6ase safety latch
ExrnunBo At uutllultt Housruc
Radius die-formed from single
extrusion
Easv push button latch access
for hriick relamping
DESI
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F
o
A
b1
Reflector sealed against a
one-oiece E,P.D.M. gasket
Excdllent protection from
dust, debris and moisture
Hulo-ronuro $nut'srncuutX
Rrrlnqron Systru: i
I. Standard IES patterns - 1, It, I[,
Y aud F (Forurard Throw), III
and III Faceted for horizontal
IAMDS :. Designed and nanufactured fo
FLEIilBIE PHOTOMEIRICS:
meefor erceed UL and NEC
requiremeuts. IBliw and UL labeled
uriltilAlnl strE
17'x21'x6'
24l x 3l'r l0'
OPTIONS:
r Photoelectric control receptacle. Pole or wall mounted. Powder coat, baked enamel or
anodic hard coat finish in a
wide color range
ruOININB{DTD
5IAilDAND ATT
Drfll8l5F1{3
2' x4'x4'
r t[.2]_ l$ rslt.ltrkl llotir os lrltstf,ll0i. {00ru[, ||ilh?t*rrr hdiun trrSn rulru* [18lm9. {!0rri, li:tllllclida ftrtun mrrt]r lDzl r lT2t In4'
:Il:lfi888gifirJl:H,fi,Hlii*i,iltJtt,'lfi',1]'$ffi,".,HfrllJfflho'd(nono*hdrando,lirmbrv -^-
t6
FONIANA
'95 A1:44Pt4 RNL DESI
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MECgANtCAtTEAT.IJRESA lhatlorhd$edlbld
8. lhlfitcd Bdd (nmponmk'eosily ranromhh
l
IIIMIMIRPMOUNIINC
Earudd Ahnlrum liturnhg km
(06S.dtu$imAlor)
I
DOOR FR{ME & OPTICAT ASSEMBTY
lOcsrnGon$im$oilAboc)l). ErtruddAhminum$dudt htrudod EFJ.tl' Goskel
ll. lty&ulbrmdilrnrinumRrfledorl. OurTetnPrddoshns
K htruddlAluminurn Dm Frome
t- Bcrud{ Alumhum funge
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r.
G.
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hrmdAlrntrumhnoPl
brtuddAlumhum Hurtq
Addr Rohcr h#bulhn Lotdr
trrudd $.D.it GGld (dliom in l0fllllfl
Lcmp l|d&r'Grfl ilo' ttogJ So*o
nydofrmd dnrum nsfuar - hingsd otd removoble
Iq*dGhs.tcm
nmry Ulronmo hr{rfutton Ofruted tna *ml
ktrudodAhttdun horfram
Doorsdayftdt
MOUNNNG OmONSlo 29 ,-"ll,ro' nt .3l"o' n'*T rzo'*;tJ..I.rt t9
lou !t 00'.Ir-l
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A spe"ral ar, lesr pr.ocedulg l5 r.quir.c lor I
dor-ble.$rarl lanks hat do nOt inctudr tactoryV
insElleo anttroere. A Ep3ciat gr? het fixlufs
rE shippsd wilh lhe tanh, Fib3.gtEs8 trnk!
must bc pressurizsd and insprctrd lor teakl
using a qoapy water eolution, leak frsringp or to insElation fr€lps inEu]l thai fibgr;
glaso tank€ were not dameged in Ehipmcnt,
ll rhe doubh-wEll tE rkt ere shipped wih tac,
bry.ingtafled motnirofing fluid, c ai? otiti9djobsilc hydro€ratic tcst proc-edure can be
uf€d,
InsHlEtion for double,wall tanks is similgr ro
tlr,e procrduc tor singb-h,gll tanks. Fluid
containmcnt requir.S pea gravel or c.sshed
slorrc backllll rna|€del; pea grar€l b a natu.
tauy rounded sggr€E6tc rtnging trom tE, to
3/4- cliamehr. Washed crushrd sllcnc (t/€.
b I lf dianEtad meeting ASTM C.33 mey
be urcd, Odrer bad<fi matr.ials ,nud not
be used wilhOut conrultine Fluid
Contalnrnenl br wdttCn lppmrAl. A mini.
mum of 12' backlill badcting ir requircd
b€tw€€n he tank end th6 cxqavehon bottom
or ooncrelE enchottrE pgd. Tankr muSt not
bo installcd on mbcrs, beans or 6ades.
It f1e l-lydrcstatlc T6nk Monibcring syshn is
aclivel€d by fttting et the iobEttE, thg tank
cEvhy mu$ be fill€d by pouring he nqurO
into tr|c crvity. DependiE on tocal dimab.
use lep walef ot an acoeptable.antfac0z€
nixtrle aB th€ nlonimdng lluid,
Ooubtewrtl Flbe]!l!!r Tlnkf For
Fuol Storrga Modd Dtyf.TrD. tl
Spcci fi cation; ghort Foifil
1}|€ cont Cto. rhalt p?orrit U.L. labcled ,
I\dodel DWT.Typc tl do,JbllwElt fberylri5 ,uruerground storage ttnk3 in stzgs and i
wilh lidingi ar rhoyvn m tha ddwingB. Thi
lafihs sh8ll be msnulpc l6d 6y Felj
Containm€nt.
'l'ilnk8 ihall bc lcal€d ano insrllled wtth peg
grave I or trpp7sv9d ancmatc brctlill mNtrri|
sl acco(ding to thc cuncnt Inda atio,l I
JUt J16 JJs -.-1 qL4a€fl
, RNL-.tl$ G"t'Hrn r lrnENT rx 4Ee ?s6 r€Es 138392052?a
0 1/A
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lhrrrrnrlon Inawcltgn!: Conlrac{orEthrll subfiit _ 6opt€s ol rn1nulAclu6r6
rale3t ingta[afgn inslrucuonE.
E. ofl|brltlon Clrartrr conuactors shqlt gub.
mit
-copies
ol rnenulaclurer,s lateEt cel.ibrotion chaiF.
Parl ll Products
2,il Aoubt*Wa FllF"Jrgtg6ie ttnde?g?owtd
furrgo laakc
A. Lodlng Condi ofis - T.nk sh6lt meet
lh6 lollowing d6rtgn cribrte;
1, Exlornal hydroEtalia pr€ssute: Buded in
ground widr 7' Ol ovgr buden over the top ot
ihr_tgnk. the hole frrlly llooded and salety lqctor
ol 5: t again gcneral fuckling,
2. SU'taCe loads: When inslellod according to
manut€Cture/S ingt8tlation inStructiOne, Anks
will withshnc 6udac€ H-ao axt? tosrb (32,ooo
lbs"iaxt6).
3, Inrcmal load: PrtFr3ry 6nd sscondary tanks
shall wihsrend 5 psi eir pre*ure lest wih S:r
safqry factor,
'1, Ttnha Ehrtt be d$igned lo suppon aooEi_
sory equipnant Sucn ai heAting aoilS, ladders,
droo tubes, etc. wt€n inel|led accodrfg b
manufactwCrs naoornrnlndelioru and li#iib:
tonE.
5. Trr* laminale shalt inctudg fille]!.
E. P.ortuct Stoaa€p FeqoirEmems:
1. All primary Hnk$ must bo ventEd. Tanks alE
dEcigned lor openfion at abnoephedc pressu.e
only, excepi for usa wih \.epor reco\r€ry s)rs.
bmg el a presguro or viadrum ol apFor(imatety
r psi,
U. Tanke shall be c.pabla ot ibdng tiqukb
with eFedtic Araviv up to t.r.
3. Maximum lemperabre: Tank Shall be caF+
bl€ of stodng gasolinc, alcohot btended gaE}
lins (wih up to 10016 merhanot or ahan6D,
oxyg€natcd luels (up F 2096 MTBE), av-grs,
iet lu.l, motor oil, (new Of us€d), kefC6erE
dicscl fuel or potabla wat€r at ambied und€F
gDund bmperalulE€ nof b ef,ce€d 1E(FF st
lhe bnk inltrior 3urface,
6. Tanks ehelt be crtenicatV inert to petroteum
ptpoucts.
C. Dimenalon6l hlqutrements
(rrler to Flull Conbinmsnl literatu.e on Eallon-
agc):l. Noftlnel capacity of trr iank ehall b6_
gallons.
2. Nominal outside dhmeler ot the tanks shsll
b€
-_
feet.
3, Nominal overajt tgngfi ol the tanks shall be
O. Monho?lng C8F8b[irier:
1. TankE shatt heve a spac€ betwFen he oii-
mary 6nd seoondary stret| walls to atbfl lof the
lree llow ghd Oontain tlfil of a[ leaked p,lduct
lrom lhg frrihary tanL
,ro
I
instNctions (FluirJ Conhinmrnt pub,No.
€304) Frovidcd wif! thc tlnh
L6hg Form: Srction latoo culdf
Speaiffcrtio n Flsld Contsinm.nr
0oubl6'Welt Fibrrglmr H.lnfcrt d
Poly!rtcr Undrrground Stongc Tanks
Prrl I Grncrrl
l.o, Felz/od Wor* Spcctfltd tn Otlrr9actort
A, Cast-in-Ptace Ooncreto: S.ctlon 00300
B. Anchor Bottsr Soctbn OSS0Ic. Ploslic Fipr: S.ction 15064
D. Liquid Lrvcl Gaugcs: Scdbn ,!5174
E, Othg! RalAbd Wofi - auch rr
All ta € ryrlgt be venled and ar€ int€.dgd
ro be opeeted with tiuir in the Enk no highl
er fian th6 Enk tog, Fibergh€s lanks a,r /
designcd for operation at ilrrospheric
sur€ o.rly, cxcepl whcn using vapor regyslems. provlded |he pre$suna or vacuuh
do€$ mt er.CseC 1 psi maxlnm on tte Dil
ma.ry tank oracrpreasurirlng of tha pdmary
C
tEnk wll resuft In Grdr faibre. The
cavity bsilsen tra inner and outsr tanK
muit be vent€d ind.p€ndenlv trom thc pri_
mary tsnk
For adtfllional detaits, r€qu€6t
TEnk InEta atonr (Ftutd Containm6n[ pub.
Irlo. 630a), Prop.dy irctrtlcd, tib€Brr$
Undsqround pendeum shngc tlnkf can
prcvrde €xtended e€rvhe in ltoring p€trol6.
um pr€ducE without corrosion aa$ad lgal(g
and without mdntsnance.
Fluid ContEinment maintilng a ti:li6g sg *",
2,000 indrpEnd€nt contfecF|t who hav€
received educttional mete/id$ lrom Fluid
CgnHhfienl covcring 0rc propcr insta rtion
ot undergrpund fibergtas6 trnks. On
.Eque$, vre crn plpvide namlt ol .duceted
@nl€cb'3,
r.@ gulmlmk,:
A.Shop Drrwlngs: ConFrctore thalt sub-
mrt-_(opi63 ol Dhop dfrwings tor mch
tank. DriwingF rhalt inCudc . c,iticat ;
dirnaneionr and rhow locatione of all ltt.
nng0 end rccetgotiss, 1.e., mrnways, lad.
dat8. hor(ldown rl,rpr, hcaung ccits, etc.
Mateaalr of constructlon rhgll be in acaot- ;
drnce wlilr Sccdon 1.02 of thir spect0ca. r
ton.t. Crtalog Drla: Conractor shall rubmh _i
@picr ot menutBclurct ! lilerrtun. I
C. Cortificeiion Flatrt U.L. hbtts she be
.lf ixed to e.d'l trn|(
A. Apc+pbblc Mrnuftcturers: Fhld
Containment, Housbn, Trxec,
E. Got emlng Siandedr:r- /ISTM Sp€clfication D4OA1€6. Gtars
Fih€r Rcinbrocd PotyWter Undcrgound
Pelrcburn stonge Tankc.
2. U.L 13.|8. Undrnflriters Laboratories.
Inc., Gla$ Fiber Hrinhrced phlric
UndarEround Storagc Tanko tor petoleum
Products.
3. NaDonjl Fil€ protection A$oc. (NFpA
30) Fhhmtbh and Combuslibis Uouidr
Code and (NFFA 31) Srandards for
Inltellston ol Oit Buming Equipmmt,
4. Genoral Scrvlcac AdminirtEtion, public
Euilding ScMcc Guide Spccillcation. ptsS;
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*X TNTAI PAGF. Rg &[
JUN 26 '95 11I13PI'1 RNL DESIGN P.I/3 Lr
a lrrttlll
FAX TRANSMITTAL
!::: R\L DESIGN
ARCTIITECTLRE.
I.\TERI(1R DLqtCN.
uRt.{\ n..{\.\l-\:G
ouB Jtry
TRA}TSMITIED TO:
FAI(NUMEER:
PRGIECTNWIBEIi: lr 7#S+'ol - ' 'i-
t
trRoM: krc'lhlhoT i
RNLDesign
Seveoteenth Strtet Plaza
1225 SeYenteeoth Str€.t, Sutte 17fi)
Denver, CO 80202
Phone: 303.295'1717 tr'ax: 303-29'0ttl5
!
I
OPERATOR: Pl+ ''
Nrrmber of pagc transmitted -L tnctudtng thh page' i
I
Pteasecall303.zgs.|lLlintheeverrtyoudonotrreivematerlilindicatedaboYe.
A 0ROtSlClO\: L (Onrc*Al()\
5t1 EsT:ErTlt 5lit5fi IrL\a\
sutll rn,
t2s $rg:\EE\TH J iBl€l
O€i\.t !R CALOT(^oQ $d!rE
$J.:st iili
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Rl\1. t\ill.itlfT t\r:'l\'rlt ir:Lrr..
JUN E6 '95 11!14PN RNL
TETORANDUTI
To: Andy t0rudben
Community Dcvdopmont Depfltm.nt
Torn of Vell, Colorado
Frcm:Krls Hedbeq flf
RNL Derign
Dat6: June 26, 1996
Re: Tolvn of Vail Depfltrrnntof PubliolAlorts
DESI
o
P,?/3
llttlllt:::: RNL DESIGN
AITCIITIECTUE!'
(NrE&rOR D$tlcN,
U8,8AN PLANNING
Marbr Plan Development Phasing l
l
Per our nrccting last wtolt, I hevr nvieuved .nd corpend the curent {ryiect phasing with phasing
Epprwed in tho Town of Vail Public Worlc Master Plen. A chart on h{fullowing paee shorArB thr Ma6br
Pl.n phasing, ftllo'yed by the arncnt planned phasing. The apprcved ihrrhg wae b6scd on inturmation
avaitable atflr time of he mashr dan and did notteke inb account y*rty tunding levels. Since the
pllr'e apprwrl, phechg has bam djuet€d b accommodeb tunding afaUUniry and tre purchecs of
longor burrr rch.dulcd br ddivcry In ha spring of 1996.
!
E)Oendon of thc AdflrbrlsFafrcn Building is planned as Phase lb be in 1995. Thc proiect
cortsolldatc! cnghecrlng and landscape deslgn and rwicry func.tions,effciancy and service.
Them func{ono are ouncnily sprcrd thrcughout thr complex wheru is available. Vacabd cprce
will be utiliucd by the rhops in lho meinbnrncr buiHing. Tlre fpr he Administration Buildin g
cxpmdon d lhh Ulne F dtTiler b tuppod br the modular addition pursued.
lmprwemenb b he transportaflon facilities lc planncd rE PheNr ll.but bam, tueling and wash
facllities nood to bc enbEcd to rccommodeb ihe nt|y b.ty foot long Some parts of the fleet
mdnbnanca mr alro naad b bc axpandcd b servlce the nar hrses.Cununthcilldcs do not provide
tur thc itoragc or seryice of fie longer vehhles, This wort< can bo
slte to he north. lf the norfi sib expanslon rnd retrinlng wall ryu
without expandlng the
first as planned, expansion
of the banspoile0on facllitles urould hil/e b writ unfl 1999 due b avallability. The revisacl
phacing prwilcc the Town of Vril mora uclbh rpace cailer in ttre s$cdulc.
The anployae houaing includod an thc masbr plan (three apartments)sch€duled br Phase lor ll.
crn be drcigned and
ia providirp he sib br the
Dus b '|E loiltlon md ln(hpin(hnc. fiom other dwebpmnt, fia
oonstucbd Trh.il\,rrtundhg ia ayaihble. The PubllcWorks
ho$lng, but doer not plsn h use PublicWod<s funding to pry for housing. Altemativr housang
plane incorporating up b twelve units hevr b..n d.v.loped and will be I
Arlhorlty fpr fbasibility rnd funding. Envanrnm€nhl studies identified in Idil.lop odr.r pEjectl. i
uvith tl. Housing
I wll occerwhen requircd b
The ounent plmned ph*ing docs not ancludc a Phase lll or projects 1999. Phase lll will occur in
1997 end ir fundcd br$200,000. As 1907 approadtoc, r pfiority of that size and scopc will be
id.ntifi.d rnd comdcbd. No tundlng is apprcpdatcd licr lS8, ro no is planned that year.
FundlnE her not been pmjeoFd beyond he fivc yrrr horizon endlng in
tho dt mrrt r plan will depend on additionrl tunding, Nnd priorl0es will
lcvll! e|t..trblished.
999. Continurd development of
cvaluatGd er tuture funding
SEYEMTTGNN I STR€ET FI.A7^
9UITE t700
I2?5 $EVENTNPNf I.I gT,ttEE?
OFNVER.COLOn^DO *()2(U
r01295.1717
A MEMDNROTTI I}:
aNl. f Acrl,l'l lt:s ('()l{voRAnoN
JUN 26 '95 11:14Pl.l RNL P.3/3
Phe:lng Appflrycd ift tt|st3r Fhn Cur||nt Phnn.d Ph$ing
phri. l - Stb Exp.n*ion. tttilitv ttFgrades.& Envlrbnrn€ntal Studles j
A Retaining Wblls rnd Excanrtion.,..,. Phase lV, 1990
B. Sitework irrduding pavlng, u$lltes, landscapc....... Phese ll, 1996 - Partial paving and landecape
c, upoild. e|36tlfll tEnsfbrmcfi. heders. serv1ce................ Phasb ll, 1996 - Maint Bldg service upgrade
D. Gonrtnrct Employee Hourlng (AlbmaE'Pher. ll),..............Ittrhc1tund|ng is arnilable
E, Pr.prn wrhr quelity contrcl rtport i
DESIGN
o ttlrtlltttrttlll
F. Prcpara hazad mitigaton report........,.. ..,,.., Complsttd 1904/1996
G. Prcpare hrzrdoue mrbrld$wetb stoHge report
H. Prepare dralnage mitigrllon ttpod
A" StrBeE Heated Sbrage
B. Govrnd Stn tl BuiHing
After Ptnse lV depcnding on need and tunding
C. wblding Shop and Chasclt Wbsh Bay.,..... ., Phasc ll' 1996
D. Chd6rStolrgc
E. Prrla gbr.gp
Phase lll - Central MainhnanceFylldlFg Erpansior & Rcmodcl ........ Atur Phase lV depending on necd snd funding
A. Fle€t Mainbnance
B. Public\n/bd(3 shops
C. Covrnd Sbregr
D. Grwnhouse
Phesc lV - Trrnrporlnlipn Erprnrion and Renrodel ..., Phasg ll, 1996
A" TnansporEtion Buildlng I
B- Renrove Exirting Furling rndWlreh
C. NcYv FucUWilh F.ciliti..
Phese.V:.,Mminirtretion RemodeL-Expansion and Parking fA Adminlstration BulldinE..,..,,.., Phasd l, 1995 - 1/2 of Programmed Expansion
B, Sibwofk ffd Perking Area............,.. Phasa l, 1995 - Siteryork and visitor Perking
THF rtEM MAY EFFECT YOUR PROPERW
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that he Planning and Environmental Commission of the Town of
Vailwill hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on July 10, 1995, at 2:fit P.M. in the Town of Vail Municipal Building' In
consideration of:
1. A request for review and approval of the Town ol Vail Non-Point Source Water Quality
Management Plan.
Applicant: Town of Vail
Planner: Russ Forrest
2. A request to review a request by the vail consolidated water District to create 3.2 acres
of wetland area located at Katsos Ranch.
Applicant: Water DistrictPlanner: Russ Forrest
A request for a minor CCll exterior alteration located at The Landmark Condominiums,
610 West Lionshead Circle/Lot 1 , Block 1,Vail Lionshead 3rd Filing.
Applicant: Geotfrey Wright, representing Landmak-Vail Condominium Association
Planner: Jim Curnune
A request for a joint worksession with the Design Review Board and the Planning and
Environmental Commission to discuss a Conditional Use Permit to allow for an addition to
the Town of Vail Public Works Administration Building and a renovalion to the
Transportation and Fleet Maintenance Buildings located at 1309 Vail Valley Drive/on an
unplaned tact, located north of Vail Village, Eighth Filing.
Applicant: Town of Vail
Planner: Andy Knutdsen
A request for a site coverage variance to allow for an expansion to an existing residence
located at 1816 Sunburst Dr./Lot 1,Vail Valley Third Filing.
Applicant: John StanleyPlanner: Randy Stouder
A request for a joint worksession with the Town Council and the Planning and
Environmental Commission to discuss a proposed amendment to Chapter 18.39 ol the
Vail Municipal Code ( Ski BaseRecreation) and an amendment lo the previously approved
development plan to allow for the redevelopment of he Golden Peak Ski Base, located at
485 Vail Valley Drive / Tract F, Vail Village 5th filing and Tract B, Vail Village 7th filing.
Applicant Vail Associates Inc., represented by David Corbin
3.
4.
5.
6.
;3"L::"1**:*lf.t."tlongaee.|d. var.r, co 8r6s7
ii:if : :""i; {i- ::, ai:, : l#'^"j' ;!iliii:,
- :i:I F l,',,
ril..d
r.o. Box 2lo7 Grandt;..-l::u""'-90 80222
P.o. Boi ti;' ;;;i"','E8"'rtilir"o srsoz
rsviaed LO/5/92
Date of appllcation Jt^nclLl416
Dat.e of PEC Meeting .luhl lo,lqlS
(wotl- *,ssior'r)
APPTICATION FOR CONDITIOI{AIJ USE PERMIT
I.This procedure is required for any project
condlt,lonal use permit
The application wiII not be accepted untilsubmitted
required to obtain a
aLl information Is
PHoNE3l3_:2)5&_
A. NAME OE APPLICANT
ADDRESS
NAME OF
ADDRESS
B.APPTICANT' S REPRESENTATI\TE
NA}.'E OF
orrNER('s)
ADDRESS
OWNER (S) (print
SIGNATI'RE (S)
or type)-(own oF Va;l
+1et-241+
N.u--caf - Ge-rr-*c.-O- Sn-uq-cro Adn.rr
PHoNE313_AJ"
B.
D,LOCATION OF PROPOSALI TEGAL:LOT ILING
ADDRESS
FEE S2OO. OO PAID cK#BY
Seo',gxhibit b" {or le wa-iver.
THE FEE MUSI BE PAID BEFORE THE DEPARTMENT OF COMMUNI1Y
DEVETOPMENT WTLL ACCEPT YOUR PROPOSAL.
F. Stanped, addressed envelopes of the names of owners of all
, p'roperty adjacent to the subject Property INCLUDING PRoPERTY
BEHIND AI.ID ACROSS STREEIS, and a list of names and mailing
addresses. THE APPLICANT WILL BE RESPONSIBLE FOR CORRECT
OWNERS AND CORRECT ADDRESSES.
6ec"'(Vxl't'bitc.t{D\' lisl iz( oA'yzen* poycer*8 oanas'
II. PRE_APPLICATION CONFERENCE:
A pre-application conference with a planning staff rnernber is
stiongly suggested to determine if.any additional informatl-on is
needed.' No application will be accepted unJ.ess it compleue (must
include all items reguired by the zoning admj.nist,rator). It is
the applicant's responsibility to make an aPpointment with the
staff- Eo find out abouE additional submittal requirernents -
III. PLEASE NOTE Ti{AT A COMPI,ETE APPLICATION WILL STREAMLINE THE
APPROVAI, PROCESS FOR YOUR PROJECT BY DECREASING THE NUMBER OF
CONDITIONS OF APPROVA.L THAT THE PLANNING AI{D ENVIRONMENTAL
COMMISSION (PEC) MAY STIPULATE. Af,L CONDITIONS OF APPROVAL MUST
BE COMPLIED WITH BEFORE A BUILDING PERMIT IS ISSIJED.
9e-
+-(
Pcs
zExhibr*
?Yo\+tt
uiPh'od
Four (4) copies of the following information musi be
submitted:
p" f. A description of the precise nalure of the proposed use
and its operatlng characteristics and rneasures proposed
to make Lhe use compatible wich other propert'ies in the
vicinity..
The description must afso address:
a. Relationship and impact of the use on developrnent
objectives of the Town '
F\Ef{ect of the use on liqht a94[ air, distrlbution
QopuraEion, ur-r,spotiaciolaciiities,ut-iIicies, sihools, parks and_recreaEionfacilities, and other public facilities and publicf,acilities needs.
A.
c. EffecL upon traf,fic, with particular ref,erence to
congestion, auLomotive and pedestrian saf,ety and'
convenience, Lraffic flow and conLrol, access,
maneuverability, and removal of snow fron the
street.s and parking area.
d. Effect upon t'he character of t,he area in whlch the
proposed use is to be located, including.the scale
and bulk of t,he proposed use in relation to
surrounding uses . .
A site plan at a scale of at leasc l'r = 20' showing
proposed development of the site, including topography,buildlng locations, parking, traffic circulation,
useable open space, landscaped areas and util"itles and
drainage features.
Preliminary building elevations and floor plans.
A title report to verify ownership and easements.
ff the building is condominiumized, a letter froth the
condominiurn association in support of thc proposal must
be submitted to staff.
Any additional material necessary for the review of theapplication as determined by the zoning adrninistrator.
** For interior modificagions, an improvement survey
and site plan rnay be waived by the zoning
administrator.
REQUIREMENTS
The Planning and Environment.aL Corunission meets on the 2nd
and 4th Mondays of each month. A complete applJ-catlon forn
and all accompanying material (as described above) must be
submicued a minimum-of four (4) weeks prior to the daLe of,
Lhe FEC public hearing. No incomplete appllcaLions (as
det.ermined by the zoning administrator) wiLl be accepted by
the planning sEaff befbre or after the designated submictal
date.
AI] PEc approved conditionat use permits shall lapse lf
construct.ion is not corNnenced wlt.hin one year of the date of
approval and diligent, Iy pursued to cornpletlon' or lf Lhe use
for which the approval is granted is not commenced wit'hin
one year
If E,his applicauion reguires a seParate revi.ew by any local,
staLe or Federal agency other than the Town of Vail' the
application fee shall be increased by $200.00. Examples of
such review, nay include, but are not llmited to: Colorado
Department of llighbray Access Permits, Army Corps of
Engineers 404, etc.
The applicant shall be responsible for paying any publishlng
fees which are ln excess of 508 of the appllcaLion fee. Tt,
at the applicant's requestr ?Dy matter is postponed for
hearing, causing the natter to be re-published, then, the
encire fee for such re-publication shall be paid by che
applicant.
B.
A.v.
TI
gee"ts|h;b;t d
4or ltst of
droaLi rrqs
o*+a/hA.
See. , Exhibi+ F\. 4 .
+of T;+1eRafoft- 5-
r
l.,
IV. TIME
Application for Conditional Use Permit
Town of Vail Deparbnent of Public WorkslTransportation
Administration and Maintenance Complex Expansion and Remodel
Exhibit A
THAT PART OF THE NORTH } OF SECTIgN E' TOWNSHIP.s SOUTH' R'LNGE 80
WEST OF THE 6TH P.iiii6iPAr' I'IIRIDIA}'I; iEClS COUNTY-'. COLORADO' LYING
NORTH OF INTERST;TE-iTEiNTAY TO' 7O-ANO BEING }IORE PARTICUIARLY
DESCRIBED AS FOLIOWS:
BEGINNINGATTHENORT}TEASTCORNEROFSAIDSECTI-ON8;THENCEAI.ONG
THE N.RTHERL' r,rN;di saro sn"rrol, -e, Jbur' 8l-l:glx's 46 MrNUrEs
27 SECONDS WESr ilorsreucn oF 1500.-dO-rinr; gH!I9E DEPARTING rHE
NoRTHERLY rrxe oi laio sec$oN e''-i6urn-oo'DE_glJEj 23 r'IINUTES 03
SECONDS WEST A OiSt-EirG OF 529.8E TiiT-TO A POII{T ON fHE NORTHERLY
Rrc'r oF wAy rrui 6i -rl*ensr^ure HiEffiai No. Z9-I.THEN.E AroNG rHE
NoRTHERLY RrcHr blr wiv r.,rwr or rNrEiiteie HIGI{WAY No' 70 FOLIpWING
TWO COURSES:
1) SOUTH 75 DEGREES 28 I{INIITE_S 18 SECONDS EAST A DISTANCE OF
i6o.e2-iiit ro A PorNr oF cuRvA'fitRn;
2) L327.90 FEET AI'NG THE ARC OF A CURVE TO TEE T'EE[ ' HAVING A
nirorus oF s58o.o; ffiT; I CnUrnar'-iiera oF 13 _DEGREES
38 MINUTES
04 SECONDS AND A-C;ONO WHICH SNAF;
-NONTTT 89 DEGRE-ES 36 UINUTES 34
SECONDS EAST 1324.70_FNM OTSTANC; iO i- POTXT ON T}TE EISTERLY LINE
OF SAID SECTION 8'
THENCEDEPARTINGSAIDRIGHToFwAYI,INEoFINTERSTATEHIGIIWAYNo.
70 NoRrH oo nenREii-il-l4lNutns oi-sic-oNoi-EAsT-AloNG THE EASTBRLy
LrNE oF slro s"&i6H-i,--e orsrll6n-or--iii.io rnsr ro rHE PoINr oF
BEGTNNTNG, coNteiiiiic-io'480 AcREs l4oRE oR r'Ess'
THE ABOVE DESCRIPTION IS BASED ON THE TOWN OF VAIL-ANNEXATION PIATS
FoR Tr{E pnopnnry';iJcnisro AND IS i"ot iliio oN} FIELD SURVEY' rHE
BAsrs or snARrNc-i-on-rin ABovE_pancru-is THE-I..RTHERLY LrNE oF
sEcrroN 8 BErNG-s6uin Be DEcREEi'?e-l.rnruaEs-.?? sEcoNDs wEsr AS
suowN oN sArD airxixerron PlATs' (NoRrH ANHoLTZ)
LEGAL DESCRI
Application for Conditional Use Permit
Town of Vail Deparfinent of Public rfforks/Transportation
Administation and Maintenance Complex Expansion and Renovation
Exhibit B
Per a telephone conversation with Aady Knudtsen on June 5, 1995, the $200 fee
requested with the application is not required because the applicant, the Town of Vail
Public Works Department, is a town entity.
Application for Conditional Use Pennit
Town of Vail Deparhent of Public Works/Transportation
Administation and Maintenance Complex Expansion and Remodel
Exhibit C
List of Adjacent Propedy Owners:
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
US Forest Service
P.O. Box 190
Milnrm, Colorado 81645
Attn: Bill Wood
Vail Associates
P.O. Box 7
Vail, Colorado 81657
Attn: Joe Macy
Colorado Departnent of Transportation
4201 EastArkansas Avenue, Denver, Colorado 80222
P.O. Box 2107, Grand Junction, Colorado 81502
P.O. Box 298, Eagle, Colorado 81631
o
Application for Conditional Use Pemrit
Town of Vail Departrnent of Public Works/Transportation
Administration and Maintenance Complex Expansion and Remodel
Exhibit D
Section III, Item I - Description of Proposed Use
The proposed project involves expansion and upgrade offacilities at the existing Town of
Vail Public Works/Transportation Administation and Maintenance Complex located at
1309 Vait Valley Drive. The project site is currently used to support the operations of the
various Public Works Departments as they provide services to the Town of Vail.
Operations include Administration, Transportation, Streets & Roads, Fleet Maintenance,
Facility Maintenance, Parks & Landscape, Electrical, Carpentry, and Signage Shops. The
proposed project maintains the current use of the site, expanding the facilities for
Administation, Transportation, Fleet Maintenance and Streets & Roads. \
The proposed project follows the guidelines and drawings in the Public Works Master
Plan adopted by the Town Council in 1994. The purpose of the study was to determine
and plan for the future needs ofthe department for the next 10-20 years' Expansion of
the Administration Building is required to consolidate the engineering divisions and
improve efficiency and service to the town and public. Expansion of the Transportation
and Maintenance Buildings is required to accommodate new 40 foot long buses being
purchased for delivery in early 1996.
The project is planned in two phases. Phase I improves Administration and one vehicle
repair bay in Fleet Maintenance. Phase II improves Transportation, Fleet Maintenance,
the welding bay in Streets & Roads and fueling for all vehicles. A detailed description of
each phase follows. The proposed project maintains the existing landscaped berm
screening the view in from the south. The site plan development also maintains the righr
of-way to the adjacent properly to the west. The low, horizontal profile of the existing
buildings is matched in the new building areas, with proposed roof lines at or below the
existing roofpeaks.
Phase I: Administration Building Addition and Remodel including offices, support area,
improved entry and pa*ing. Gross building addition area is approximately
2,000 SF. Remodel area is approximately 2,300 SF. Phase I also includes new
electrical service to the Fleet Maintenance Building and upgradeof one vehicle
maintenance bay to accommodate repair of the new buses (new vehicle lift).
Phase II: Fleet Maintenance and Bus Barn addition including vehicle parking are4
vehicle wash and fueling facilities, driver's lounge and lockers, vehicle body
shop and chassis wash bays, and welding shop with vehicle repair bay' Gross
building addition area is approximately 13,700 sF. Remodel of the existing
Bus Barn includes improved lighting. :
Application for Conditional Use Permit
Town of Vail Department of Public Works/Transportation
Administration and Maintenance Complex Expansion and Remodel
l.Relationship and impact of the use on development objectives of the Town.
The proposed project is consistent with the Public works Master Plan adopted by
the Town Council. All of the improvements proposed will assist the Public
Works staffto provide more efficient service to the Town of Vail and the public.
Effect ofthe use on light and air, distribution ofpopulation, transportation
facilities, utilities, schools, parks and recreationfacilities, and other public
facilities.
The addition to the Transportation and Maintenance Buildings will have a positive
effect on the public hansportation provided in Vail by providing storage and
repair facilities for longer buses. The longer buses will be able to transport more
people without increasing routes or driver time. The low body buses will also be
more convenient to use when carrying skis or other bulky items.
The addition to the Administration Building will improve the services provided
by the Public Works Departrnent, provide visitor parking near the building, and
improve definition of the building entry so people can find the "front door"-
Efect upon trffic, with particular reference to congestion, automotive and
pedestrian safety and convenience, traficflow and control, access,
maneuverability, and removal of snowfrom the streets and parking area.
The site improvements around the Administration Building will provide easier
access to the building for employees and visitors. Several parking spaces directly
south of the building will be reserved for visitors. The relocation of the Driver's
area to the Transportation Building will reduce pedestrian traffic between
Administration and Transportation. The relocation of the fueling island out of the
main site circulation route will improve the flow and safety of vehicles on the site.
And frnally, the use of longer, low body buses, which can be accommodated in
the new facilities, will increase the number of people the public biq system can
handle, improving convenience and therefore potentially decreasing traffic
congestion.
Application for Conditional Use Permit
Town of Vail Deparrnent of Public Works/Transportation
Administration and Maintenance Complex Expansion and Remodel
4. Effect upon the character ofthe area in which the proposed use is to be located,
including the scale and bulk ofthe proposed use in relation to surrounding uses.
The addition to the Administration Building will comple$ent the existing
building. The new entance stairs and landscaping will6rprove the access and
character of the site in front of the existing building.
The character of the Transportation/Maintenance Buildings will be generally
unchanged by the additions. Most of the area of the additions is on the north side
of the building, not visible except from behind the site. The new additions will
reduce ice buildup on the north side of the building by collecting roof run-offin
an intemal roof drain svstem.
Application for Conditional Use Permit
Town of Vail Departnent of Public Works/Transportation
Administration and Maintenance Complex Expansion and Remodel
Exhibit E
Drawing Title
Public Works Complex Site Plan
Administation Building Site Plan
Adminishation Building Floor Plan
Administation Building South Elevation
Administration Building West Elevation
Fleet Maintenance/Bus Bam Addition Floor Plan
Maintenance/Bus Barn Addition Floor Plan @nlarged)
Driver's Arca & Fuel/Wash Addition Floor Plan
Fleet Maintenance/Bus Bam Addition Elevations
Scale
l": 50'-0
1" = 20'-0
ll4" = l'-0
ll4" = l'-0
l/4" = l'-0
l/16" = 1'-0
l/8" = l'-0
l/8"= l'-0
1/16" = l'-0
i.
Application for Conditional Use Permit
Town of Vail Departnent of Public WorkVTransportation
Adminishation and Maintenance Complex Expansion and Remodel
Exhibit F
-e,-I, T,ND TTi'''T-,8 GUARANTEE I-'OMPANY
Representing Title Insurance company of Minnesota
THANK YOU FOR YOUR ORDER
July 23, L99L
Our order: vL7211
BUYER/OWNER:
TBD
SELLER:
ALLSTATE INSURANCE COMPANY
ADDRESS:
METES AND BOUNDS
- {^ oF vArL"7s s. FRoNTAGE RD.
vArL, co 81557
1 Attn: MIKE BRAKE
PICKED UP FOR DELIVERY AT4 PM
covENANTS ATTACHED
-YES-NO
FOR TITLE QUESTIONS CALL KAREN HORTH 3O3 476'225L
FOR CIPSING QUESTIONS CALL
LAHD T]TLE
CdARANTEE
MINNESOTA
TITLEA
HOME OFFICT
3033 East Fi6t Ave.,Suite 600
Denver, CO 80206
P. O. Box 5440
Denver, CO 80217
32r-r880 / FAX,322-7503
ARAPAHOE
7700 E. Arapahoe Rd., 1150
Englewood, CO 80112
770-9s96 / FAX 290-9040
ARVADA
5440 Ward Road. 1200
Arvada. CO 8O002
420-0241 / FAX 423-1365
DRY CREEK
26 W. Dry Creek Cir<le, 1520
Littleton, CO 80120
794-5307 / FAX 794-5802
EAST
3300 5. Parker Rd., fl05
Aurora, CO 80014
75t{336 lFAXT45-2669
FIDDLERS GREEN
64O0 S. Fiddlers Green Circle 1103
Englewood, CO 80111
7714579ffAA.7714526
P. O. 8ox 357
108 5. Frontage Rd. W.
Vail. CO 81658
47 6-2251 lDitect 595-96 1 3
F,Jl 4764534
BRECKENRIDGE
P. O. Box 2280
200 North Ridge
Breckenridge, CO 80424
4s3-2255 / FAX 453-6014
CTSTLE ROCK
512 Wilcox
Canle Ro<k, .CO 80104
6884363 / FAX 688-0143
COLORADO SPRINGS
102 5. Tejon, #100
Colorado Springs, CO 80903
534.482 1 /Direct 595-41 1 3
FAX 634-3190
PARKER
19590 E. Main St., ,105
Parker, CO 80134
841.4900
VAIL
P. O. Box 357
108 S. Frontage Rd. W.
Vail, CO 81658
475-2251/Direct 595-961 3
FAX 476-4534
AGENTS
DURANGO
1201 Main Avenue
Durango. CO 81303
247-5860 / FAX 247-9089
Commitment To lnsure cofvH^r/
Issud thnwh the otfre of :
GLENWOOD SPRINGS
817 Colorado Avenue, Suite 203
P. O. 8ox 2102
Glenwood Springs, CO 81602
945-2510 I F,J< 945478/-
HAMPDEN
8821 E. Hampden, #100
Denver, CO 80231
7504223 I FA'J( 7504267
JEFFERSON
710 Kipling, 1202
Lakewood, CO 80215
232-311't / FAX 238-2956
NOKTH
9101 Harlan, f100
Westminster, CO 80030
427-9353/FAX 430-1572
SOUTHWEST
3609 5. Wadsworth, #115
Lakewood, CO 80235
988-8550 / FAX 980-8324
IOSEMITE
3600 5. Yosemite, #255
Denver, CO 80237
694-2837 / FAX 843-0402
BOULDER.
2425 Canyon Blvd.. #230
Eoulder, CO 80301
4444101 I FAJ< 786&23
ffiHCO[,fiNf
.t ALr^toMMrrHENr
SCHEDULE A
Application No. v17211
For Infornation OnIY
METES AND BOUNDS
charges -AL'Aowner-Porig*- - tl33.33
tilith your renittance please refer to vu211.
1. Effective Date: July 11' 1991 at 8:00 A.l't.
2. Po1icy to be issued, and proposed Insured:
rrALTAx Owner's PolicY
1987 Revision (Amended 1990)
Proposed Insured:
TBD
3. The estate or interest in the land described or referred to in
this conrnitrnent and covered herein is:
A Fee sinple
4. Title to the estate or interest covered herein is at the
effective date hereof vested in:
ALI,STATE INSURANCE COMPANY
5. The land referred to in this Cornrnitrnent is described as
fol Iows:
BEGINNING AT THE NORTHWEST CORNER OF SECTION 9, TOWNSHIP 5
souTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN THENCE SOUTH
89 DECREES 31 MTNUTES 49 SECONDS EAST 2333.84 rEET, AIpNG THE
NORTH LINE OT'SAID SECTION 9, TO A POINT ON THE NORTHERLY RIGHT
OF WAY FENCE LINE OF INTERSTATE HIGIIIIAy NO. 70t THENCE AI,NG
THE NORTHERLY RIGHT OF WAY FENCELINE OF INTERSTATE HTGHWAY
NO. 70 AS FOLIOWS:
SOUTH 67 DEGREES 41 I{INT'TES 33 SECONDS WEST 415.82 FEET' THENCE
souTH ?8 DEGREES 13 I{TNUTES 02 SECONDS I{EST L534.29 FEET, TO A
POINT OF CURVATURE, TTTENCE 456.43 FEET ON A CURVE TO THE RIGHT
T{I'IH A RADIUS OF 558O.OO FEET, THE CHORD OF WIIICH BEARS SOUTH
80 DEGREES 33 I{INUTES 38 SECONDS WEST 456.30 FEET TO A POINT ON
PAGE 1
SCHEDULE A
Applicatlon No. v17211
THE r{EsrERLv LrNE br slrp sEqtroN 9; THENcE DEPARTTNG THE
NORTHERI,Y RIGHT OF VIAY FENCELINE OF INTERSTATE HIGHI{AY NO. 70
AND FOLIOWING THE WESTERLY LINE OF SAID SECTION 9 NORTH OO
DEGREES 18 !{INIITES 21 SECONDS EAST 565.11 FEET TO THE POINT OF
BEGINNING.
f.ALTA\ioulrrrrrENr
PAGE 2
l1-,ALTAlicoMMrrr.rENr
SCHEDULE 8.1
(Requireurents) Application No. VL72LL
The following are the reguirements to be complied with:
1. Palment to or for the account of the grantors or roortgagors of
the full conslderation for the estate or interest to be
insured.
2. Proper instrunent(s) creating the estate or interest to be
insured rnust be executed and duly filed for record, to-wit:
NoTE: THE 5155.00 cHARcE DOES NoT REPRESENT THE ToTAL PREIITIJM FoR THE
POLICY AI-IOUNT SHOWN IN SCHEDULE A. THE S155.OO CHARGE IS DUE UPON RECEIPT
OF THE INVOICE AND WILL BE CREDTTED TOWARDS THE PREMIUM CHARGE UPON CIOSING
OF THE TRANSACTION.
THE COUNTY CLERK AND RECORDERS OFFICE REQUTRES RETURN
ADDRESSES ON DOCI'I.TENTS SENT I'OR RECORDTNG! !
PAGE 3
{'\ALTA?OI'{MITMENT
SCHEDULE 8.2
(Exceptions) Application No. VLlzLL
The policy or policies to be issued will contain exceptions to the
foltbwing-unleis the same are disposed of to the satisfaction of
the Company:
1. Standard Exceptions 1 through 5 printed on the cover sheet.
6. taxes and assessments not yet due or payable and special
assessnents not yet certified to the Treasurer's office.
7. Any unpaid taxes or assessments against said land.
8. Liens for unpaid water and sewer charges, if any-
g. RTGHT OF PROPRIETOR OT' A VEIN OR I.oDE TO EXTRACT AND REMOVE HIS ORE
THERETROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMTSES
As RESERVED IN UNITED STATES PATENT RECORDED JUNE 29, I9O3' IN BOOK 48 AT
PAGE 495.
10. RIGHT OF WAY FOR DITCHES OR CANAI*S CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 29' 1903,
IN BOOK 48. AT PAGE 495 AND RECORDED August 22t 1956, IN BOOK 157 AT PAGE
304.
11. EXISTING LEASES AND TENANCTES, IF ANY.
12. I,ACK OF ACCESS TO AND FROM PUBLIC ROAD, HIGHWAY, OR STREET
1-3. TERMS, CONDTTIONS AND PROVTSIONS OF REAL ESTATE PURCHASE AGREEMENT RECORDED
JuIy 25, 1978 fN BOOK 272 AT PAGE 655.
14. TERI.{S, CONDITIONS AND PROVISIONS OF BUILDING AND PROPERTY LEASE/PURCHASE
AGREEI.TENT BY AND BETWEEN BOETTCHER & COMPANY AS LESSOR AND THE TOWN OF VAIL
As LEssEE RECORDED July 25, 1978 IN BoOK 272 AT PAGE 667.
15. TERMS, CONDTTIONS AND PROVISTONS OF ASSIGNUENT OF REAL ESTATE PURCHASE
AGREEMENT, BUTLDING AND PROPERTY LEASE/PURCHASE AGREEMENT AND ESCROW
AGREEMENT WITHOUT RECOURSE RECORDED August 02, 1978 IN BOOK. 272 AT PAGE
990.
16. FTNANCING STATEI{ENT I{ITH BOETTCHER & COMPANY, THE SECURED PARTY, RECORDED
' July 25, 1978, IN BooK 272 AT PAGE 568.
PAGE 4
(
ALTA'oOMMTTUENT ''o
SCHEDULE B-2
(Exceptions) Application No. VL7zLI
SAID FINANCING STATEMENT WAS ASSIGNED TO THE AII,STATE INSURANCE COMPANY
RECORDED August 02, L9'18, IN BOOK 272 AT PAGE 991
17. TERHS, CONDITIONS AND PROVISIONS OF AGREEMENT BETWEEN VArL ASSOCIATES,
LTD., AND GAS FACfLITIES, INC. RECORDED July 17, L964 IN BOOK 183 AT PAGE
L57.
18. AN LTNDTVTDED L/2 INTEREST rN AND TO ALL OF THE OrL, GAS AND OTHER MTNERALS,
SOLID, LIQUID AND GASEOUS, OF EVERY XIND AND NATI'RE, INCLUDING URANIT'U, IN,
ON AND T'NDER AND WHICH }lAY BE PRODUCED FROM THAT PORTION OF SUB]ECT
PROPERTY IN SECTION 10 OF LEGAL DESCRTPTION HERETO AS EXCEPTED AND RESERVED
By PETER E. KATSOS IN THE DEED RECORDED l.[AY 3, 1950 rN BOOK 165 AT PAGE
227.
19. UNDERGROUND RIGHT OF WAY EASEMENT GRANTED TO HOLY CROSS ELECTRIC
ASSOCIATTON, rNC. rN INSTRUI'IENT RECORDED AUGUST 30, 1978 IN BOOK 274 AT
PAGE 358.
20. TERMS, CONDITIONS AND PROVISIONS OF CONTRACT FOR ELECTRIC SERVICE BY AND
BETWEEN THE TOWN OF VAIL AND HOLY CROSS ELECTRIC ASSOCIATTON, INC. RECORDED
August 03, 1990 IN BooK 534 AT PAGE 986.
PAGE 5
LAND rf3,E GUARANrr"i"ouPANv
DISCIOSI,'RE STATEMENT
Reguired by Senate BiIt 91-14
A) The subJect real property nay be located in a special taxing
district.
B) A Certificate of Taxes Due listing each taxing jurisdiction
may be obtained from the County Treasurer or the County
Treasurer's authorized agent.
C) The infornation regarding special districts and the boundaries
of such districts rnay be-obtained fron the Board of County
Connissioners, the County Clerk and Recorder, or the County
Assessor.
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DATE RECEIVED:
DATE OF DRE MEETING:
tlttalatlt
atrr.*t**t
PR@!.L.
A.
c.
D,
DESCRIPTI
B.TYPE oF RE\rrEW:
IJEGAIJ DESCRIPTION: I.JOL Block
.APPI,ICANT:
Address:Pnone '+1q' 2158
APPITICANT r S REPRESEI.{TATIVE: LarrS 6ra9el, '"sie-I*td'f
eatlieil: sarna as abova . -
hr- ^* ^ a1a-nt17/41a1-z&4
-Phone
II. I{AME OF OWNER(S):
JMlnor AlteraEion ($20'00)
Zcon"ePtual Review ($0)diHrt?H't;3:3t, l*roo
. 00)
-#ffi:rii:i'i:ii:,-i;;;
""'
Q,exniOry b-" fur la wuve(
ADDRES5 1 ngn Vfriall4Drtv4' v^il' ColoraAo 81b51
Dl.l!|GI-rVf Jl\rli ! .
Sce. t exhibit A* frr 14ry'l Dc.st Ph'an;i"pt"#;iv i" a*Eiiu"a- tJ- ; rneet" and bounds lesal
desctlBtion, please provide ot a stpii"t'e sn"tt and atEach
to bbis aPPlicaclon.
E.
F.
ZONING:
NAI'{E OF
uailing
G.NAI}TE OFuailing
OIINER(fi)- SIGNATaBEa
Mailing Address:
APPITICATIONS WILI' NOT
Condominirxn ApprovalI.
DRB FEE: DRB fees, as shown abov€r are Eo u"-P111 aE the
tine of sgbmtcuai'oi-.tt"-ing ippticacion. r.,aterr-' w1.en
applying for a uoiiiiti-pE*ti-c'-Please ideneify Bbe accurace
valuaLion o. .n."ii;;;"i:-;h! 16*"-ot Y3il-yltl^igilit*!-l'I3:"1:::lulin"JE fi;t$i; ulio,l-io en"u'e rhe correct fee
i!-p.ial--- - F\_, ..n.rol- a.( a'orrv ,rl. bjfutt(#
FEE 9CITEDIILE-!-
VAI,UATION$ 0-f 19,999iro,ool-$ 59,999
$ so, oo1 ' $ 150 ' ooo
trso,ool - $ s99,999
isoo, oo1 - $1, og9, qq9
: it over $1,000,000
DE9IGN EEI|IEW aOARD APPROVAL' ElrllREs
F;iovAL ItNrJBss A BurlDrNc PERr{rr rs
XS STARTED.
Aa,-,.
Ll'lq-
EE PROCESSED WTTEOW O'INER'S ST@IZEflIRE
if aPPlicable.
FEE
s 2o. oo
$ 50.0o
$100 .00
$200. 00
$400.00
$s00 .00
ON8 YE,AR AFIER FI!(AIJ
issuBD alID coNsrRucEron
II.
III.
1ee -?'hbrf d'
S"P"fuhibi+C" E'
a. Windows, skYlights and
which do not alser lhe
building; and
si:nilar exterior changes
exist,lng B1ane of, the
A.
o
A pre-aBplication meeuiaq with a member of t'he Planninqt
staff il- encouraged to dicermine if any adaj tional
lipri"uiiott itttof,ition is need,ed' rt is t'he aBplicanL's
;E$Giliritv to-*aie an appoinunenc with the scaff so
a.i-er*i"" if lhere are additional submittal reguiremenEs.
please noLe Ehat'u col,rpr.,eTr application !.till sEreanline t'he
review process for Your Project''
fn addition to meet,ing submitstal requirenents' the
ippricane musE stak" ina tape the project lige.99,
indicab.e properLY lines, bu-ilding U'nes aad building
cornetrs. AII treei-iJ-Ue renove6 must be gaBed' A1L
"ilE-Eiiinsi-ana J[ar.i"l-ry"st' be compreted Pfigr t'o the
pns site visic. Til;p;licant musl ensure Lhat' 6t'aking
aon"-a"iing ctte wintser is noc buried by snow'
The review process for NEW BUIIJDINGS normally requires
two seParate neeein-g ot-che-Desigm Review Board; a
concepiJ"l review and a final review'
AppticanEs who tail to lPpear.before Ehe Design neview
ii'"ia-Jn Ltreir ""r.la*ri"a ineet,ing dare and who trave not'
asked in aclvance
-lrr^i ais.ussiou on tlreir iten Pe
i;'"'Ep""'da; ;iii-ni.,E-uiEir iLems reuroved from tlre DRB
;;;et-;iil such Eime as LhE iBen has been
republished.
The following itens may, at the discretlon' of c'he
zonins ad'ministriu-"tl-il ipprovea bv ehe cgt5glt-ly
oe.rer5prt"nt Depaitment stalf (i'e' a formal rrearinE
before- the DRB may noc be required) :
B.
c.
F
b. Building addiLions noc visible frorn any otber lot'
or public "ilIll-
-ni-irre ttrne sucb a proposal is
submiteed, -ppiic.nit nusL include legters from
adjacent properEy owners ano/or from the agent for
or managet oi-.nv iaj"cent condoniniuln asqggiaE'ion
sLaEing crt. .""oiiat]-on aPBroves of the acldition'
If a property is located, in a mapped hazard-ar9? (i'e'
snow avalancrre, t".ii"ii, irooa prain' debris f,]ow'
trecland, etc.), a-llizard study musts be submitsted and
;;;- ;;;t -
mus t
"
id-""- irrid'aii t' r-ec9gtliz !t'g g?-h""tcl
;;;.;t--;;ioi-co uie issuance of a-buildins permlt''
Applicants are encourig.d to-check wit'b a Towrr Planaer
;;i;;-g;-ons "ppiicici6" ro deEermine rhe relationshlB-ot *te proPerty to alL maBped hazards'
ror all residential consLruclion:
a. Clearly indicate on tlre floor pLans the-i'nside
face of the exEerior slntceura-l walls of the
buitdinE; and
b. Indicate with a dashed line on tbe site BIal a
four foot ai-s-t'L""-irom the exEerior f,ace of the
U"irains waLls or support'ing columns '
If DRB approves the applicaEion-with conditlons or
rnodificauions, "ir-.o-n-aiiions
of approva]' rrust be
addressed prior ;; ;;;-$;iic"il"'- ior a buildiag
perniE.
G.
IV. NSIY COI{STRUCIT
Three copies of a recent toBographic survey' scamped by
a Colorado Profellsional r.iceased Surreyot ' ,aE a scale
of ru -- 20' or larger, on which the following
inforzration is providedl
r.rot area, and buildable area wben different than
lot area.
2. Legal descripEion and Bhysical address'
3. fiio fooL contour interrrals unless the parcel-
consists of 5 acres or more. in wbiclr case, 5t
conEour intervals nay be accepted.
4, Existing trees or grouBs of, trees lraving trunks
with dianeters of 4o oi nore, as measured fron a
' point one foot above Eraale.
5. Rock outcroppinqs and oEher significant naEural
features (Iliee boulders, int$illiEtenL sLreans'
eEc. ) .
6. Hazard areas (avalanche, rockfall' etc')'
centerlineofstreamsorcleeks,requiredcreekor
stiearn seLback, and 1oo'year f,lood plain'- if,
ippLica.ble. siopes of 40t o-r more shaI1 be
ci-"iiiv aerineatid bv cross hatching'
7. 'Ties E,o exisLing benchmark, eiuber USGS landmark
or sewer inteii] inis intormation must be clearly
iiatea on the survey so t'haL all measuremenEs are
based on t'ne-salne siaretnq point' This is
particularrv itnpori""i f oi -cleuenrining brril'd'ing
ieight, ana orlviway slQP!' gee Policy on gurivey
ini 5rnati-ott, - ioi niore iirr or:rra ti on regard'inqt
sux|lrey6.
8. Locations of the following musg be shor+n:
c. All utiliEy meter locaEions, including -anyp"a""c.i"-io Ue located on sitse or in tslre
iignt'of 'tay adjacent lo t'he sice'
d. Propert'y Xines - Aistances and bearings and a
basis of bearing.
e. Indicate all easements idenEitied on the
subdivision P1ac.
9. Provide sBot elevaLions aL Ehe edge of aEphalE'
along the street frontagre of the pro?erEy.aE
twenty-fiv. ;;;; i"iEtt'ir" l25tl ' ana a ninlnr:m of,
o"" "p"e etenation on either si'le of the lot'
sLle-gaA
A.
,l
a. Size and Ll4re of drainage culverts' swales'
eLc.
b. ExacL location of exisEing utiliEy service
lines from their source to the struct'ure'
inctuding:
Cab1e Tv
relephone
Sewer
WaEer
GasEl6cEric
E
1. Locations of lhe following must be shown:
and f ioished, grrades.a. Existing
b. ProPosed surf,ace drainage on and of,f site'
c.
c. lopor.a drivewav, incrudinf|"f91t,:l:p"
and sBoi elevaElons at Ehe properEy. line'
garage sf al an4 as -necessary along -thecenterrln" oi trte drive to accurately ref,lecc
drivewaY grade'
d. A 4r concrete drive pan at lhe edge of.
asDlralt tor ariveways that exit the st'reet in
an uPbill directios
2. Alt exisLinE imBrovemenls includinq sCnrcturgs'
iattas"^p.a irea3, service a!€iLEr sEorage areas'
walks, ar:'veiJJi', otf'screet parltlng'. fgl*"q
areas, reEai;f;s'*iii"- iwith top ana botEom.of
wari ipou erevilions), and other'existinE site
inprovements.
3.Inorclereodeternineproposedbui].ding}reights
. elevations oi-iir top iooe ridses' ald.t?Y:1-*h*
aeiet",ined necessar:r-by the. zoning adrninisEraLor'
shall ue indililta-irJine site ptan-wlch exisuins
aoa proposed contour lines show! underneaEn'
LandFcage PIan (trr = 20' or larger) - 3 copies regtrired
L. At a minimr:n, Ehe followinq inf,omation must be
provided on Lhe landscape Blan:
a. LocaLion of existing trees 4{ diameter or
larger,
b. T]rye. size and locaEion of all existing and
Proposed Plant maLerial'
c. Location of all Lrees tO be transPlaoted'
cl. A detail'ed legend of all' Broposed.planlnaceriii inchiding corunoD and Lauin rra:nes'
2. Thc locaLion and tlpe of existing and Broposed
wit,ering systens to-Ue ernployed in-caring for
ptant'niceiiat following its lnstallaEron'
3. Existing and proposed conEour lines' Retainitrg
walls should te inctuded wiElt ctre contour
inforrraeion tiitt Bop of r^tall and boEton of wa11
elevations I'isted.
4. complete tbe aEEached l-andscape materials list'
Si<rn o€f from each util{ fv comqanv YgrlfY+lE Feand availabilicy (see
iicicuea utiliLv verlfication fo:rn) '
A.oreliminarv tiEle reDors scbedule A and F tnus!-.
accompany arr sffiBelty.ownership;;d-:eAiify all ei...ettt" affect'ins uhe subjecc
Properey.
Afchitectural .P-lans (L/8" = 1' or larger' L/4" is
ilAferred scale i6i ie.tiew) 3 copies are required'
l.FloorplansandallelevaLionsof,LheproBosed
deveropme"u aii"^-io lcale anil fully dimensioned'
The elevatiorr-aiawings must show both existing a'd
finished grades.
2- one set of floor plans muse-be lred'lined"- to ghow
tror., Ehe gto."-i""iclentiat floor area (GRFA) was
cal,culaEed.
3. ExEerior materials anil colors shal]' be specified
on tbe ut""JiEa-tltertars list' This mat'erlals
list must ;;";;fi1;ita-uno.subnitted as a part of
Lhe appric.Ii"".---coi-r cuips' siding samples
etc., "n.ri-i"'pt"lenEea a-E the Deslgn Review
Board *eetiiE]- t"l"iiJ-includins' but uot LilttLt'ed
D.
E.
F.
G.
H.
I.
co tlia, trin, railings, crrin'l gap' -meterlocatlons, etc. EusL be shown Eraphicall'y and
fully dinensioned.
zone check list (attached) must.be comBleted if the
Droiect is loaated within the single'r1mily'
iiitiwlsecqnelaw or Duplex zone dist'ricts '
PhoEos of, the existinE slLe and where applicable, oE
adjacenE sEnrctures-
Tbe zoning Adminisdtitot and/or D-t{8 nay require ttre
iulmissioi of additional plans, drawlnEs' .. -specificaEions, J;;i;"-#d other naterials (including
l-rnodel) if aeemed irecessarY Eo detenrine wlrether a
p"oju"t- wil'I cornplv wich DesiEn Guidelines'
Photos or sketches which clearly convey the tedevelopment
oiooosaf and the location (site plan) of tlre redevelopment
;;;;;;J *lv o"-"GmitLed in tieu of the more formal
i"qitirefitenti set forth above, provided all importane
3#;i;i;;-t'io"l-ioi-irre proposal incLudins colors and'
rnieerlals to be used are subnlBced'
v.
3ee
vI .
'Exhib+C Original floor plaas wiEh all specificacions shown'
Three sets of proposed floor pl'ans t/8t = 1' or larger
(L/4" - L' is Breferred)
Three copies of a site plal.showing exisLing 1,19--proposed- consLrucgion. - Indicage roOf ridge eleva_lions
iitlr e*isting and proposed grades shown underneach'
ELevations of, proposed addiLioo.
PhoEos of Ehe exisEinqr sLructure
F. Sllecificalions for all naterials and color sanples on
nlLerials llsL (aLtached) '
At tbe request of tbe zoaing AdmiDistracor you oay atso be
required to srrbnit:
G. A staLenent frorn each uLility verifying locaEion of
service ina avaifa-uility' See aLEaclred utilicy
location verification forn'
H. A site imBrovenent survey, sta'urped by regisgered'
CoLorado Professioaal liceased sunreyor'
r. e preliminary Eltle reporL, uo verif,y orvnerstrip of
property, which lists all easenenEs '
VII. EtrIE&-.ETLELAN
oace a building permit has been issued' asd.construcEion is
undenrray, ""d-;"-i;;e-ir." Buiidtns DeBartnenE will' schedule a
framing i"sp".lio", -c,o eopies oi an ImBrovenent lJocation
certlf,icate"J"n.v' (r!c) stanpeo by a regis-tered
prof es s io""f ' I"si;reii-t"s t le- iuUri t,ted. - 11he f ollowing
iniornation musl be provided on the rrrc:
A. Building lOCation(s) with tles co proBerty coln€rEr
i,e. distances and angles'
E. Building dimensions to the aeares! tench of, a fooE'-
A.
B.
D.
z.
D.
E.
G.
Atl. utili0r"*r"u Line as'bui1Es, ,lvtnn 9v?9 of
maEerial uled, and size and exacE location of liaes '
nasis of bearing Eo tie to section corner.
ALI properEy Bins are to be eiEher f,or.lnd or set and
stated on improvenent survey.
AI1 easenents.
Garage slab elevaEioss and all roof ridge elevations
wicn-exisring and proposed, gra4es shown under Ehe ridge
1ines.
Vf f I . CONeEPIt'ttAIr DESIGIf R5\,[BTI
A.Submittal recnriremenbs: The-owner or authorized agent'
ffig design approval as.Drescribed
tv irii.s-chlpter sriv sub;it plans for concepeual revj.ew
ti me oesiln nevilw Board to the DeBartnen! of -c-onqrunity Development. The conceptual revlew ls
$ie"dAd Co give- ife appficant a Lasic understanding ol
Eiie-JJ^paEibIliry of tlLir proBosal with tlre To$rn's
o."ts" -c"ia"ii"e-s. this procedure ls recosmended
prirniriry for applicationi mole complex Ebau-single'
i*,Itt a'na tto-?ao,iIy resiclances' However' develoBers
;i;figG'ramirv ana'r'wo-tanilv projects shall noE be
exclua6d from the opporlunity to reguest a concepcual
aesign review. conriiete applicacions musL be submitted
io-r6i:.ios days pribr so a-icneduled DRB meetins'
rhe following informaEion shall be subrnitted for a
conceptual review:
1. A conceptual siee and landscane plal at a minlrrum
scale ol one inch eqrrals twenty feeti
2. Conceptual eLevations showlng exterior.materials
. and a ttescr:-piiJn oi che chaiacter of the proposed
sLrucgure or s Eni'cEuresi
3. Sufficient informaLion to show t'he-pro-posal..
;6ln;lie; ;iin t'ne development standards of Ehe
zoni district in which cle project is t9 b9
locaced (i.e. GRFA, sit,e coverage calcuraEaons'
nunber of Parking spaces, etc');
4. conpleted DRB applicabion f,orm'
B. Procedure: Upon receipt' gf an applicaEioa-forffi;ffiI aeii6n-ie*'iE , trre nelirEnegE of Conmunitv
Development Jfrlii revlew the subnitted naterlals for
generaL conpr{inte wiEh the appropri,at'9*rgg9l-remenEs of,
Ehe zoning ioaE. rf cbe BroPosal ls ln basl'c
co*piijnce wiirr the zoning-code requirenrents' the
;;i;-a shali-te-ionrardei to slre pns for conceBtual
review. rt ifre application is noE generally in
compliance with z6-ning code reguirenents' the
ipBii"iiion ata sr:lmtEcal utateiiars shall be returned
i;-tn; appricint-"titrr a wriLten eq)lanation- as Lo wlry
Lhe Cosuuurricy oevelopment oepartglellt staff has found
the Project'iloc-co Ui in courpliance with zoning- code
requirenencsl- -onc.-i comprece apptic_atlon has been
treceJved, *re oii-irriri il"iew tLL submitted coaceptual
i."i""-iirpricaiion and supporting naterlal' ln order tso
dete::nine whether or Dot the proiect generally comlllies
with Ehe design guidelines. trre onA does not voEe on
soncept'uar re;ie;6- The property owner-or lris
;6;#;;aeirre shaIl be present lt ttre DRB hearinqr'
I-,IST OF MATERIAIJS
IIAME OF PROTIECT:
IJEGAIJ DESCRIPTION: LOT- BIJOCK
-
SUBDMSION
STREET ADDRESS.. I3O1 VAIL VAU.EY PRIVF,, VAILI COLORAOO
Ttre f,ollowing infornation is required for subnittal eo Cbe Design
Review Board before a final approval can be qiven:
A:" COIJOR
A/z/4/BUTI,DING IiIATERIAI.TS :
Roof
siding
OLher walL Mauerials
Fascia
sof f 1l,s
Windows
Window Trim
Doors
Door Trim
Hand or Deqk Rails
F'l.ues
Flashings
Chl,mneys
Trash Enclosures
Greenhouses
Retalning WaIls
Exgerior Lighting
0Eher
TYPE OF MATERIAT,
f,<af i tfrv/P/llt ,E/fil /qeab
rtbtu-z.t glant tr .t
t ll
//Jt07
)t l/
A*out^t/t4'f? '4il:ru
lol
,</A-
/\/h
///tb
/d/u/z'
afttt/Y &ura;>
/dkttze-rl /vlMillP/
-
f/6ag .
DAWNLI
ENTRAN+ DO*,S *ExT*.loR sr4tR
LAITIDSCAPING: NAME Of DESigNET:
Phone:
LAND%AP/N6 AT sTEPPED PLANT€R IN IRONT EF tsUILD/N6 TO OE
D€-SI6NED bY PUBL\C WORtsS LANDSCAPE D6I6N4 A"IERDE72'1'*
Deg6N oF R7TA|N|N6 Wkt Ls
B.
prJAr\m MATERTAT,| Botanical Name cn,n^o' *l ouancirv size*
PROPOSED TREES
A}.ID SIIRI'BS
trees. Minimum caliper
Iadicate height for
coniferous trees
lEees ls 5 feeE.**IndGate size of proposed shrubs'
5-celtsa,-
TvDe souare Footaqe
GROUND COVERS
soD
SEED
rYPE
OF TRRIGATION
TYPE OR METHOD OF
EROSION CONTROIJ
C.
'JAI{DSCAPE
LfGHTING: If exterior lighting is BropoFed' please
shot" the number of fixtures and locaLions on a seParafe
iigbt,ins pran. Identify each fixr,ure from the Light.ing plan
in rhe spacJ"Uerrr-i"a iroviae the heighE above grade, tlpe of
J.ight proposed, lunen output',-luminous area and a cuc sheet of
th6 fi-g}.t- fixture. (section 18.54'050 J)
OTHER IJAIIDSCAPE FEITURIS (reEainlnq walls' fences' swimming
poots, eec.) pr."".-"p"ciiy.-rndl;ace heigles of reE'aining
walls. Maxirnum tt"ishi-"f ",itts wiinftt Lhe front setback is
3 , . Maximum neiqhl-;i "taf r" elsewhere on Ltre properby is' 6','
D.
*Ind,icaLe caliPer for deciduous
/t/ffrtP.'qrdt
4t:/./,? 4/nl/
',U/r1b
/(r./rp.,tL_/r't/a4T t /o/-o41- TM lr4l5 ' - .- tz,'s,/ gr*'' /t ) " *r'v <*r-'w zt4/
I
LIST OF MATERTAIJS
NAME OF PRO,TECT:
LEGAL DESCRTpTION: L,OT- BLOCK
-
SITBDMSION
STREET ADDRESS, lSoq VA|L VA(L?Y OR|V?, VfrlL , coLoRA@
The folLowing informat.ion is required for submilt,al co the Design
Review Board before a final approval can be given:
A. BUU.DING llATERlALS: fYPE OF !.IAFERIAIJ COITOR
DUICT-UP ROOFRoof
Siding
OLher walL MaleriaLs
Fascia
soffl ls
Windows
Wiudow Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lightinq
Other
FRaUT : W@D GreuveO)
stM 1 R7+R : A^zTAL StDt NE
\,t'*fa+J eY6TtN6
(pNc. ot ayru a*€ ro e Gpey
/AeTkL- M*74+ AJST.
/yeTkLcsl/1At(APTo sl'lN6) tt 't
WooD lUATcl4 SlqNe
oil : s|E€L S€en^1Sta AMT(A
ENSTIN6
/^*TdaBT/
NA
MATaH 6rst/
CfIAR@*t_GALVANIZCD METTL
ll
NE
NA
NA
N*
l^ N Doops -
R?QURED 10
LN.IDSCAPING: Name of Designer: j?l
Phone:
T7I€ TRANSPOR.T*NON AdYD /VAINTEI\IANE BUILDIN€S AP€
suERouND@ Ntlv+ pAVtN6 rcR vatlcu(AR cJRantATtoN. No
L/4A/D<4P/N6 EX/STS AD,JAGNT TD TtE BLlil-DlNd .q/D NoN€:
lS pLANNffi Ta b€ADD€D.TH€ tAl\lsape,D BERIA To Ttt€ souTH
WILL REMA4N.
6LA6S (Ar pprveBS AeFil
B.
PTJAIIT MATERIAT.il EalenicdLNese "tg*to" rqle ouanEitv size*
PROPOSED TREES
AND SHRUBS
NA
*IndicaLe caliper for deciduous trees.rndicate height for
coniferous Erees .
-Erees is 5 feeL.**Indicate size of proposed shrubs'
5 oa119n.
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CONTROIJ
TvDe
NA
Sou+re Foot,aqe
C. IJAI{DSCAPE LfGHTING; If exLelior lighting is proposed' please
strow the nunber of fixLures and I'ocations on a separate
tignci,,gpran.rdentifyeachfixt,urefromt}re]'ight'ingplanin rhe ,p."J-'b"f"*-""4 irovide Lhe heighr above grade, tl'e of
J.ighE proposed, lrunen ouepuL, Luminous area and a cuL sheet of
tfr6 f i-ght f ixture. (seccion L8 . 54 ' 050 J)
OTHER IJAIiIDSCAPE FEATURES (reEaining walls' fences' swimming
pools, etc.) P1;;;-;;;ci;t: i;di6ace heishts or reEainins
wa1ls. t'taximum riEisitl-ti *itts wibhin Ehe Eront setback is
Jil--ll"*i*"rn h;ifir-;a wall-s elsewhere on lhe prop€rt'y is 6' '
D.
Design Review Board Application
Town of Vail Departnent of Public Works/Transportation
Administration and Maintenance Complex Expansion and Remodel
Exhibit A
LEGAL DESCRTPTTON
THAT PART OF TH8 NORTH i OF SEETION 8, TOWNSHIP 5 SOUTH, RANGE 80
WEST OF THE 6TH PRINCIPAL MERIDIAN, EAGIJ COI'NIY, COIORADO, LYING
NORTIT OF INTERSTATE HTGHWAY NO. 70 AND BEING MORE PARTICUI,ARLY
DESCRIBED AS FOLIOWS:
BEGINNING AT THE NORTH EAST CORNER OF SAID SECTION 8; IHENCE AI.ONG
THE NORTHERLY I,INE OF SAID SECTTON 8, SOUTH 89 DEGREES 45 MTNUTES
27 SECONDS WEST A DISTANCE OF 15OO.OO FEET; TIIENCE DEPARTING THE
NORTHERLY LINE OF SAID SECTION 8, SOUTH OO DEGREES 23 I'TINUTES 03
SECONDS WEST A DTSTANCE OF 529.86 FEET TO A POINT ON THE NORTHERLY
RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO. 70; THENCE AIPNG THE
NORTHERIY RIGHT OF WAY LTNE OF INTERSTATE HIGIIWAY NO. 70 FOLTPWING
TWO COI'RSES:
1) SOUTH 75 DEGREES 28 l.lrNUTES La SECONDS EAST A DTSTANCE OF
180.82 FEET TO A POINT OF SURVATURE'
2I T327.90 FEET AI'NG THE ARC OF A CURVE TO THE I,8FT, HAVIIIG A
RADIUS OF 558O.OO FEET, A CENTRAL ANGLE OF 13 DEGREES 38 MINUTES
04 SECONDS AND A CHORD WHICH BEARS NORTH 89 DEGREES 36 MINUTES 34
SECONDS EASf 1324.70 FEET DISTA}ICE TO A POINT ON THE EASTERLY LINE
OF SAID SECTION 8'
THENCE DEPARTING SAID RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO.
70 NORTH OO DEGREES 23 MINUTES 03 SECONDS EAST AIPNG THE EASTERLY
LINE OF SAID SECTION 8, A DISTANCE OF 572.1-0 FEET TO THE POINT OF
BEGINNING, CONTAINING 20.480 ACRES I4ORE OR I,ESS.
THE ABOVE DESCRIPTION IS BASED ON THE TOWN OF VAIL ANNEXATION PIATS
FOR THE PROPERTY DESCRIBED AND IS NOT BASED ON A FIELD SI'RVEY. THE
BASIS OF BEARING FOR THE ABOVE PARCEL IS THE NORTHERLY.LINE OF
SECTION 8 BEING SOUTH 89 DEGREES 45 MINUTES 27 S€CONDS WEST AS
SHOWN ON SAID ANNEXATION PIATS. (NORTH ANHOLTZ) : '
Design Rwiew Board Application
Toum of Vail Dcparment of Public S/orkJTransportation
Administration and lvlaintenance Comploc Expansion and Renovation
ErhibitB
Pa a telephone conversation with Andy lfuu&sen on Ime 5, t995,the fee requested with
the application is not rquired because the applicant, the Town of Vail Public Works
Deparhent, is atorrn entity.
r\.\
Design Review Board Application
Town of Vail Departrrent of Public WorkVTransportation
Administation and Maintenance Complex Expansion and Remodel
Exhibit C
comments and Questions pertaining to specific sections of this DRB Application,
Section III - Important Notice
Item A: Please advise if and when the DRB witl visit the Public Works site to review
the project so appropriate taping and staking can be completed.
Item E: The Public Works/Transportation Complex is located in a rockfall and debris
flow hazard area. Deflecting berms and swales were part of the original site
design and constuction :In1979. A previous proposal for expansion of the
Administation Building required realignment of the debris flow ditch on the
east side of the site. Ifthis mitigation is required for the Administration
Building expansion cunently proposed, the realignment will be incorporated
into the site design. A Hazard Analysis for the Master Plan Site Expansion was
completed in December 1994 and is available if required. The analysis focuses
on topography changes associated with a retaining wall not included in this
project.
Section VI - Additions
Item A: As-Built drawings of the Administration and Transportation/Maintenance
Buildings are attached. Interior alterations have been made to the
Administration Building since its construction, but the exterior appears to be
per the original drawings. A large addition has been constucted on the east end
of the Transportation Building, extending it approximately 125 feet. Interior
modifications have also occurred, relocating the wash facility, etc. The existing
addition matches the original construction in profile, materials and colors.
Item B: Three sets of floor plans are provided. The Administration Building Addition
Plan is at l/4'- l'-0 scale. Due to its size and relative simplicity, the
Maintenance/Transportation Building Addition Plan is atl/16t .1'-0 scale.
Two areas are enlarged on sepaxate drawings to 1/8" : l'-0 to show detail. See
'Exhibit E' for a complete drawing list.
Item C: A site plan of the entire complex is provided at l' = 50'-0. Roof spot elevations
are show for the Maintenance/Transportation Building (existing and proposed).
An enlarged plan of the east end of the site provides information on the
Administation Building. :
Design Review Board Application
Town of Vail Deparhnent of Public WorkdTransportation
Administration and Maintenance Complex Expansion and Remodel
Item D: Representative elevations are provided for all the building additions.
Item E: One set ofphotographs ofthe existing structures is provided.
Item F: The materials lists for both additions are attached. Materials and colors are
planned to match and/or blend with the existing structwes. One set of
representative color samples is provided. Actual manufacturer samples will be
available after specific products are selected.
Landscaping around the Administration Building will be developed by the
Town of Vail Public Works Department. The desigrr will incorporate
comments made during review of the previously proposed addition regarding
additional trees. There is no planned landscaping associated with the
Maintenance/Transportation Building.
Additional site lighting is anticipated to improve safety of bus drivers and
employees working late night and early moming shifu. Exterior lights will also
be provided at building pedestrian entrances. Light fixture selection will
comply with the Town of vail Lighting ordinance requirements to limit
undesirable spill of light.
Design Review Board Application
Town of Vail Departnent of Public Works/Transportation
Administration and Maintenance Complex Expansion and Remodel
Exhibit D
Project Description
The proposed project involves expansion and upgrade offacilities at the existing Town of
Vail Public Works/Transportation Administration and Maintenance Complex located at
1309 Vail Valley Drive. The project site is currently used to support the operations of the
various Public Works Departnents as they provide services to the Town of Vail.
Operations include Administration, Transportation, Streets & Roads, Fleet Maintenance,
Facility Maintenance, Parks & Landscape, Electical, Carpentry, and Signage Shops. The
proposed project maintains the current use of the site, expanding the facilities for
Administration, Transportation, Fleet Maintenance and Streets & Roads.
The proposed project follows the guidelines and drawings in the Public Works Master
Plan adopted by the Town Council in 1994. The purpose of the study was to determine
and plan for the future needs ofthe departrnent for the next 10-20 years. Expansion of
the Administration Building is required to consolidate the engineering divisions and
improve effrciency and service to the town and public. Expansion of the Transportation
and Maintenance Buildings is required to accommodate new 40 foot long buses being
purchased for delivery in early 1996.
The project is planned in two phases. Phase I improves Administration and one vehicle
repair bay in Fleet Maint€nance. Phase II improves Transportation, Fleet Maintenance,
the welding bay in Streets & Roads and fueling for all vehicles. A detailed description of
each phase follows. The proposed project maintains the existing landscaped berm
screening the view in from the south. The site plan development also maintains the righr
of-way to the adjacent properly to the west. The low, horizontal profile of the existing
buildings is matched in the new building areas, with proposed roof lines at or below the
existing roofpeaks.
Phase I: Administration Building Addition and Remodel including offices, support area'
improved entry and parking. Gross building addition area is approximately
2,000 SF. Remodel area is approximately 2,300 SF. Phase I also includes new
electrical service to the Fleet Maintenance Building and upgrade of one irehicle
maintenance bay to accommodate repair of the new buses (new'v.ehicle lift).
Phase II: Fleet Maintenance and Bus Barn addition including vehicle parking area"
vehicle wash and fueling facilities, driver's lounge and lockers, vehicle body
shop and chassis wash bays, and welding shop with vehicle repair bay. Gross
building addition area is approximately 13,700 SF' Remodel of the existing
Bus Barn includes improved ligbting.
Desigrr Review Board Application
Town of Vail Deparhrent of Public Works/Trarisportation
Adminishation and Maintenance Complex Expansion and Remodel
Exhibit E
Drawing Title
Public Works Complex Site Plan
Adminishation Building Site Plan
Administration Building Floor Plan
Administration Building South Elevation
Administration Building West Elevation
Fleet Maintenance/Bus Bam Addition Floor Plan
Maintenance/Bus Barn Addition Floor Plan @nlarged)
Driver's Area & Fuel/Wash Addition Floor Plan
Fleet Maintenance/Bus Barn Addition Elevations
Scale
1" = 50'-0
1" = 20'-0
l/4" = l'-0
l/4" = l'-0
ll4" = L'-0
1116" = l'-0
l/8": l'-0
l/8": l'-0
l/16" = 1'-0
Design Review Board Application
Town of Vail Department of Public Works/Transportation
Administration and Maintenance Complex Expansion and Renovation
Color Samples
Administration Building
Wood Siding - Stained
(Match Existing)
,. - .'.' |t
2M56D Hoedown
Administration Building
Concrete Retaining Wall
at South Elevation
Administration Building
Metal Roof at South
Maint/Transportation Building
Wood Siding - Stained
(Match Existing)
Adminishation Building
MainVTransportation Building
Metal Trim (Match Existing)