HomeMy WebLinkAboutVAIL DAS SCHONE FILING 1 TRACT A PHILLIPS 66 PART 1 LEGALI t
Design Review Board
ACTION FORM
DeparEnent of Community Development
75 South Fontage Road, Vail, Colorado 81657
tel: 97O.479.2L9 fax: 97 0.47 9.2452
web: www.ci.vail.co.us
Project Name: Phillips 66 Sign DRB Number: DR8020052
Prcject Description:
Relocate sign
Pafticipants:
OWNER FeatherPetroleum Properties03/12l2002 Phone: 970-242-520s
2492 Industrial Blvd.
Grand Junction, CO
81505
License:
APPUCANT Stephen Richards Architect O3ILUZ0f'Z Phone: 328-6287
Box 1114
Eagle, CO
Richards@vail.net 81631
License:
Proiect Address: LocaUon: Phillips 66
tegal Descrlption: Lot: Block Subdivision: VAIL DAS SCFIONE FIL 1
Parcel Number: 210311415004
Comments: Signs shall not be internally illumin.
t
BOARD/STAFF ACTION
Motion By: Pierce
Second By: Acevedo
Vote: 3-0
Conditions:
:::il:T:W
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),
Planner: Allison Ochs DRB Fee Paid: $64.00
ffrr Mpy
DESIGN REVIEW BOARD AGENDA
Wednesday, April 17, 2002
3:00 P.M.
PUBLIC MEETING
PUBLIC WELCOME
PROJECT ORIENTATION , LUNCH - Community Development Department
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Charles Acevedo
SITE VISITS
1 . Lions Mane - 1 1 16 Sandstone Drive2. Lion's Square Lodge - 660 West Lionshead Place3. Barquin residence - 356 Hanson Ranch Rd.4. Siegal residence - 356 Hanson Ranch Road
Driver:
MEMBERS ABSENT
Hans Woldrich
Margaret Rogers
12:00 pm
2:00 pm
PUBLIC HEARING -TOWN COUNCIL CHAMBERS
1. Barquin residence DRB02-0058. Bill
Final review of a dormer addition.
356 Hanson Ranch Road, Unit A/Christiania at Vail.
Applicant: Joe Barquin, represented by Segerberg Mayhew Architects.
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 1 CONDITION:
1. That the building fascia continues across the proposed dormer.
2. Lions Mane Condos DRBO2-0063. Bill
Final review of exterior improvements.
11 16 Sandstone Drive/Lot A5-1, Block A6, Lions Ridge Filing 1.
Applicant: Lions Mane Association
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 2 CONDITIONS:
1. That the proposal is approved as amended at the April 17,2002 Design Review
Board public hearing.
2. That the applicant must construct a trash enclosure, subject to Design Review
approval.
3:00 pm
3. Spriggs residence DRB02-0065. Bill
Final review of new facade improvements and addition.
1477 Aspen Grove Lane/Lot 3, Block 2, Lion's Ridge 4u Filing.
Applicant: J. Michael & Mary K. Spriggs
MOTION: Gharles Acevedo SECOND: Bill Pierce VOTE: 3-0
APPROVED WITH 4 CONDITIONS:
1. That the applicant must comply with all Public Works conditions prior to the issuance
of final design review approval; this shall include but not be limited to the submittal of
an updated topographic survey and revised grading plan.
2. That the tower element on the front of the building be enlarged as an architectural
element.
3. That the two second-floor arch windovvs on the west elevation be combined into a
single arch window.4. That the window and door mullions be consistent.
4. Siegal residence DRB02-0067. Bill
Final review of interior conversion with dormer addition.
356 Hanson Ranch Road/Lot D, Block 2, VailVillage 1"t Filing.
Applicant: Gail & Richard Siegal, represented by Morter Architects
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 5 CONDITIONS:
1. That this approval is contingent upon the Town Council's approval of the associated
amendment to Special Development District #28.
2. That the building fascia/roof continue across the proposed dormer.
3. That the roof extend up the rake to match the dormers on the opposite site of the
building.
4. That the buiHing element located between the proposed dormers be recessed 18
inches.
5. That the dormer material be a cement siding to match the color and pattern of the
existing siding.
5. Pearson Residence PRJ02-0014. George
Final review of remodel.
303 Gore Creek Drive, Units 2,A & 2C, Vail Rowhouses/Lot 2, Block 5, Vail Village 1$
Filing.Applicant Vicki Pearson
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
CONSENT APPROVED WITH 2 CONDITIONS:
1. That this approval is contingent upon the Planning and Environmental Commission's
approval ofthe associated setback variance request.
2. That the applicant submit final written approval from the Vail Townhouses
Condominium Association prior to the issuance of final design review approval.
6. Dikeou residence DRB02-0056. Allison
Final review of changes to approved plans and garage addition.
352 B Beaver Dam Circle/Lot 5, Block 3, Vail Village 3'o Filing.
Applicant Panayes J. Dikeou, represented by Gwathmey Pratt SchulE
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
CONSENTAPPROVED WTH 1 CONDITION:
1. That the elevations of the new dormers shall be no higher than the elevations
provided from the 5l15lo1 approved DRB set of plans.
7. Safeway DRB02-0009. Allison
Final review of proposed exterior alterations.
2171 N. Frontage Rd. WesVLot 3, Vail das Schone Filing 3.
Applicant: Safeway Food Co., represented by Soldoff Development
MOTION: Charles Acevedo SECOND: Bill Pierce VOTE: 3-0
APPROVED
8. Feather Petroleum Properties (West Vail Phillips 66) DRB02-0051. Allison
Final review of canopy remodel, exterior refinish, new retaining wall & new sign.
2293 N. Frontage Road WesUTract A, Vail das Schone Filing 1.
Applicant: Feather Petroleum Properties, represented by Stephen Richards
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
CONSENT APPROVED WITH 6 CONDITIONS:
1. Prior to submittal of a building permit, the applicant shall provide written approval
from Holy Cross regarding the grading and retainage within the easement.
2. The applicant shall indicate on the site plan that no snow storage will occur in the
right-of-way or on the Town of Vail sidewalk.
3. The applicant shall submit P.E. stamped drawings of the retaining walls prior to
building permit submittal.
4. The signs may not be internally illuminated. The applicant shall indicate on the plans
that no signs will be internally illuminated prior to building permit.
5. The applicant shall revise the grading at the terminous of the retaining wall to meet
2:1 grades.
6. The applicant shall submit an exterior lighting plan to be reviewed by the Design
Review Board to minimize the negative effects of lighting, while providing adequate
lighting for safety.
9. Lions Square Lodge DRB02-0073. Bill
Final review of proposed exterior alterations.
660 West Lionshead Place/Lot 1, Vail Lionshead 1"t Filing 1$ Addition.
Applicant Bill Anderson
MOTION; BillPierce SECOND: Glark Brittain VOTE:3-0
TABLED UNTIL MAY 1,2002
10. Dauphinais-MoseleyDRB02-0070.
Conceptual review of new primary residence and Type I EHU. Allison
1880 W. Gore Creek Drive/Lot 48, Vail Village West lstFiling.
Applicant: DMC Inc.
CONCEPTUAL - NO VOTE
Staff Aporovals
Metzger residence DRB02-0059. George
Window addition.
114 Willow Rd./Lot 7, Riva Ridge Chalets South
Applicant MetzgerFamilyPartnership
Sonnenalp Real Estate DRB01-0409. Bill
Replace projecting sign with wall sign.
242E. Meadow Drive/Austria Haus, Block 5E, Vail Village 1't Filing:
Applicant: Austria Haus Development Group, LLP
Gordon residence DRBO2-0081. Bill
Change to approved plans.
5185 Main Gore Drive South/Lot 18, Block 20, Vail Meadows Filing 1.
Applicant Kenneth Gordon Revocable Trust
Mizuppa DRB02-0068. Bill
New sign.
2171N. Frontage Rd. WesULot 2-A, Vail das Schone 3d Filing.
Applicant: West Vail Mall Corp.
Fresco Holdings DRBO2-0086. Bill
Interior conversion of attic space; loft bedroom, bath & storage.
103 Willow Place, Edelweiss Condominiums #405/Lot 4, Block 6, VailVillage 6s Filing.
Applicant: Fresco Holding
Goolsbee residence DRB02-0079. George
Interior conversion.
1450 Moraine Drive/Lot 23, Dauphinais-Moseley Filing 1.
Applicant: Charles T. & Caroline Goolsbee
Gillette residence DR8020090. Judy
4' split rail fence.
1650 Lions Ridge Loop/Lot 19, Dauphinais-Moseley Filing 1.
Applicant: Kimberly & Geordie Gillett
Northwoods Condominiums DRB02-0082. Allison
Addition of columns and guardrails to existing retaining wall.
600 Vail Valley Drive/Block F2, Northwoods Condominiums.
Applicant NorthwoodsCondominiumAssociation.
The Baggage Cheque DRB02-0091.
Outdoor Display.
141 E. Meadow Drive, Crossroads/Lot P, Block 5D, Vail Village 1" Filing.
Applicant Colleen McCarthy
Judy
Lobitz residence DRB02-0092. Judy
Re-roof.
4966 Juniper Lane/Lot 8, Block 5, Bighom 5h Addition.
Applicant Charles W. Lobitz
Devaney residence DRB02-0093.Judy
Remove 1 window and replace with 3 windows.
1116 Sandstone Drive, #301, Lionsmane/LotA5, BlockA6, Lions Ridge 1s Filing.
Applicant: Jon DeVaney
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 Community
Development Department, 75 South Frontage Road. Please call479-2138 for information.
Sign language interpretation availabb upon request with 24 hour nolification. Please call 479-
2356,Telephone for the Hearing lmpaired, for information.
A3/L2l2Aa2 08:16 976245869L
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FFAT}ER PETRI]LEIJM d]
Sf|)F'nSOV€
Feather Petroleum ComPanY
z4gzlndustrial Blvd., GJ, CO- 81505
FAX
tlTo: Ju0L1
Company: -fotrn
Dept:
Tel:
Fax: o
Tele. (s70) 242-s2}s
Date: Slta Time:
Regarding:
tt# Pages including cover: ^f
oF Vail
From: eo* fYUd&{r
Notes:
Fnx uo: (gztl) 245'8093
**** ++ + * :}+ * + * ** * * ** * * * ** * * * ** * * * ++ * * + t+ + + + ++ + ** * ** * * *****f***++++++{.**********+*++{.*t****++*
TOWN OF VAIL. COLORADO Statement
+t+*'i+++'i****+******************a+*+++++*++*+ **i********t****** +*+{.* **l********:}+***+****+**
Statement Number: RooOO02039 Amount: $54.00 03/t2/2OO2o9:l-0 AM
Payment Method: Check Init: iIAR
Notation: 4615 Richarde Architectural Desigm
Permit No: DR8020052 Type r DRB - Sign Application
Parcel No: 2103114150 04
Site Address :
Locat j.on: Phillips 66
Total Fees: S54.00
This Pa)ment: $54,00 Total AL,L Pmts: $54.00
Balance: S0.00
**!t x. * *{.,t * *****+ 't * *+****+***** * * ++* * * * * * * * * * * {.
'1.
* ******* +* * *+****,t**{.{.,1. * +{.'1. ************** * * ***
ACCOIJNT ITEM LIST:
Account Code Descrjption Cunrent Pmts
DR 00100003112200 DESIGN REVIEl^J FEES
sP 00100003124000 srGN FEES
50.00
14. 00
TOWNOF VAIL
75 S.FRONfAGEROAD
VAIL, CO 8r657
970-479-2138
Job Address:
Location.......:
Parcel No....:
Project No . :
Occupancy:
Type Construction:
Type Occupancy:
Fireplace Informalion: Restricted:
ADD/ALT COMM BUILD PERMT
O VAIL
Phillips 66
2t0311415004(furoa-aq (
Permit #: 802-0083
DEPARTMENT OF COMMLTNITY DEVELOPMENT
U,,^\ A.r-a S.l','"-t^-'-
-anU'.1 \
J,r".-J* A
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
owNER S-M PETROLEW PROPERTTES rNC04 /22/2002
7051. S I'NIVERSITY BI.,VD #305
LTTTLETON CO
40122-1539
L,icense:
Status. .
Applied.
lssued . .
Expires .
Phone:
CoNIRACTOR iI.IJ. VIEIJE CONSTRUCTION 04/22/2002 Phone': 97O-476-3082
1000 s FRolfrAGE RD w, #202
VAIL CO
81657
License: 188-A
APPr-,rcANT stephen Richards Architect 04/22/2002 Phonel. 328- 6287
Box 1114
Eagle, CO
Richards@Vail.net 81631
License: 188 -A
Desciption:
Canopy remodel; Refinish exterior and redo rear retaining
wall.
Add Sq Ft:
# ofGas Logs: 0
,: ISSUED.: 04122/2002
. : 05/13/2002.: lll09/2002
# of Wood Pellet: 0
53A4
V l-HR Type V l-Hour
,,,|
Valuation: $298,000.00
# of Gas Appliances: 0
$1, 532 . 00 Restuarant Plan Review-->
$995.80 DRBFee---------->
$0.00 RecreationFee---------->
$3.00 Clean-uPDePnsit----->
TOTAL FEES----------->
FEE SUMMARY ati*'rrl:t***r*atr**'r:l**trr*:t**t'rrrt')rr+:t*l:tr*l|r'r+**ar*a'taa:tr*tr
Building------>
Plan Check->
Investigation->
will Call-----.>
s0. 00
$0.00
$0.00
s2 , 530 .80
Total Calculal€d Fees->
Additional Fees----->
Total Permit Fee---->
Pa)ments--_.---->
BALANCE DUE------>
s2 , s3o.8o
s0.00
92,530.80
92,530.80
$0.00
Approvals:Item: 05100 BUILDING DEPARTMEM|
o5/Lo/2oo2 Jw Action:
Item: 05400 PLAIiINING DEPARTMENI
o5/to/2oo2 ao Action:
ItEMr O55OO FIRE DEPARI'IqNTT
Item: O5500 PIJBT,IC WORKS
AP
t,tt*++++r"+*I**++t**a|'l'tt'l*,*t'l'l|+
\04/3Q/2002 LS Action: Ap IF ELEC LINE IN
ROW IS NOT PER HOLY CROSS SPEC. PHIIJIJIP 55 WTLI' NEED TO
LOWER I.INE AT THE OUINERS (PHII,LIP 55) COSTS.
t'|tt *a t * 't* t a* t *.t*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I a$ee to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV
Scrd Clero-up Depocit To: N/A
T 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SICNA OF OWNEROR NTRACTOR FOR HIMSELF AND OWNET
tl
PAGE 2
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CONDITIONS OF APPROVAL
Permit #: 802-0083 as of 05-13-2002 Status: ISSUED
***'i****,***** *'l'ta'
'1.
* 'i,i!t,* 'i** * ** !* *,i ** * '| * * * ** * **:* * !* *!t * * * **:t *:t * *** **** d. * * * ** * * * {.:}. 'f
!* * * ** * *.t** * * '} * '} *'f **!*** *;t * *:i
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 04/22/2002
Applicant Stephen Richards Architect Issued: 05/1312002
. 328- 6287 To Expire: 1110912002
Job Address: 0 VAIL
Location: Phillips 66
ParcelNo: 210311415004
Description:
Canopy remodel; Refinish exterior and redo rear retaining
wall.
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FORCODE
COMPLIANCE.
l*ltta{'lt******t*********+++*ttlr*t}*ltl'*+********l*'}***{'*'}**{r'}tf*+*+*****|t+****a******+*{t*a**+**
TOWNOFVAIL, COLORADO Stat€ment
taa**ta****a*a**:3*+**at+ff*ft't*tt+t**tt*aa+a**at*t+*t*f'if*a**t**tit**a*l****aaf++f**++aa****
Stalement Number: ROOOOO2345 Arnount: $2,530.80 05/t3/2oo2t0:27 Alt
Payment Method: Check fnit: IJC
Notation: #50000,/iI.rJ.
Vie]-e
Permit No: 802-0083 Tl/I)e: ADD,/Ar.,T COMM BUrr,D PERI{T
Parcel No: 210311415 0 04
Site Addrese: 0 VAIL
L,ocation: PhilliDs 56
Total Fees: $2,530.80
This Payment: $2,530.80 Total AJ,L Pmts: $2,530.80
Balance: S0.00
**l *ri * * *'t't * * ** * * *** * * * ** * * '|*** +**{r* **** * * a * * | * * a t f ** *'}'}** +{"t*** *'}*** ***** * * * ***** t,},}'} fa**tfl
ACCOUNT ITEM LIST:
Account Code Description Current ftnts
BP OO1OOOO31111OO BUILDING PERI.I]T FEES i,532.00
PF 00100003112300 PLAN CHECK FEES 995.80
t.lc OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
fi91,".
9et-creOt Se-r-.-..-
.Q..\ L$J+L<.-
Project #:
NVN0FUtn
75 S. Frontage Rd.
Vail, Colorado 81657
Contact and Phone
Arr., ollo( f.n) 4llo.Uez
Town of Vail Reo. No.:
loa-a1.V,bq,lnc.
$", n U.Xn l rr^;,1, ?;:)# ?,tl
COMPTETE VATUATIONS FOR BUILDING PERMIT (lAbOr & MAtETiAIS
BUILDING: $ #,W.-ELECTRICAL: 5 (nd orHER: 5 1ft,M.-
PLUMBING: $ J,aoo.MECHANIC,AL: $7 t&=rorAl: $ ?4errea=
For Parcel # Conhct Assessorc Office at 970-328-8640 or visit
)ob Address:@ (^Lululrob Name: ([,il;W 6b..'Wlrl
Adi//esgjE,xJll+
alla,'L*ir*l wr *qi
WorkClass: New() Additio;( ) nemodelfl() Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interirrt ) Erterior ( ) Both (X )
Type of Bldg.: Single-family ( ) Two-family ( ) MultFfamily ( ) Commercial $Q Restaurant ( ) Other ( )
No. of Accommodation Units in this building: -No. of Existing Dwelling Units in this building:
GasLoos( ) Wood/Pellet( ) WoodBurn
Does a Fire Sprinkler System Exist: Yes ( ) NoDoes a Fire Alarm Exist: Yes ( ) No
**************************************FOR OFFICE USE ONLY**************************************
(Xher Fees:
DRB Fees:
Public Wav Permit Fee:
F:/everyoneforms/Udgperm NECD APN
Questions? Callthe Building Team at 479-2325
Project Name:*lJ
Project Address:
This Cheklist must be ompleted before a Building Permit appliation is
acepted.
6
7
6 All pages of application is complete
d nasDRB approval obtained (if required) Provide a copy of approvat form tlli;O" It t^*.,( !rJ-*
Condominium Association letter of approval attached if p@ect is a Multi-Family complex
Complete site plan submitted
/ puOlirway Permit application included if applicable (refer to Public Works checklist) lrlt drlhg lht.
y' Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe
allowed on roadways and shoulders without written aooroval
o/ Asbestos test and results submitted if demolition is occurringuf Architect stamp and signature (All Commercial and Multi family)
o Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
o Window and door schedule
6 fuil structural plans, including design criteria (ie.loads)
./d Structural Engineer stamp and signature on structural plarls (All Commercial and Multi Family)
q Soils Report must be submitted prior to footing inspection
o Fire resistive assemblies specified and penetrations indicated
o Smoke detectors shown on olans
o Types and quantity of fireplaces shown
Appticant'ssisnature: /$*OFZ
Date of submittal:
F :/e\€ryone/forms/bldperm2
Received By:
HOW DID WE RATE W[rH YOU?
Torm ofVailSurvey
Gommunity Development Departnent Russell,Forresl Direstor,(970)479-2139 :
Check allthat applies- ' ,
1. Which Department(s) did you contact?
lf no, why not?=
.J
5. Was this your fqltme to fle a DRB app /- PEC app
Bldg Permit X N/A
I b1t) ffntttedge; responsiveness, availability)
Building =,Environmenbl_ Housing_Admin
Planning F DRB _ PEC _
2. Was your inilial contact with our sbff imrned id"y'-slow
-no one available ?
3. lf you were required to wait how long was it before you were. helped? '--
44. Was your prolect reviaved on a timely Oasid& tXo
i',,. ,, ,,'.
7. Overafl effectiveness of fre Front Se rvceCouy{p + I
8. What is the best lime of day fur you to use tre Front Service
2l
Counter?
9. Any commenb you have which r,vould allow us b better serve you
nexttime? --
Thank you for taking the time to complete fris survey. We are
commitbd b improving ourservice.
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING
"PUBUC WAY PERMIT'':
ONS REGARDING THE NEED FOR A
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
QUESN
Does demolition work being performed require the g,Be of the Right-of-Way, easements or
public property? YES_ NO /
Is any utility work needed? YES . NO,/
D
o
o
o
tr
D
Is this a new residence? YES NO
Is the driveway being repaved?YES ./ NO_
Is a different access needed to the site other than the existing driveway? YES_No/
--Is any drainage work\dng done that affects the Right-of-Way, easements, or public property?
YES NO ./
YEs / NoD
o
Is a "Revocable Right-of-Way Permit" required?
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES
,J::*.f *ffb,r r parkins, stasins or fencins plan required by Public Works?
If you ansrruered YES to any of these questions, a "Public Way Permit" must be obtained,
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
C.ontractor Signature
Job or Project Name:
Date Signed:
F :/everyone/forms/bldpenn4
NO
Company Name
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Aoplication.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission folwinter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to peform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
NOTE: The bbove process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is rcquired
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
F :/everyone/forms/bldperm5
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 Depaftment revieq and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
weeKs,
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projecls 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:
Signature
F :everyone/forms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
-
PW*:I T'! T T T
Parcer#:l I n n - I n I - ! r - I I I
Brds.Permito'E I l,I I I I
1.Job Nam6 StreEt Address n n n-Tl (ltunknowncell
LJ L_J LJ | | 479.2139 6x1.0)2.Excavaling Contreclor Name Maillng Address TOV Contractor's License Number REOUIRED
()
Phone #
3.
4.
Start Date
Work is for (circte one) Water
Completion Date
Sewer Gas Electric Telephone CATV
(Pormit Expiration Oate)
Landscaping Temp. Site Access
Other
5.Trench-width
(min.4')
Bond Amount $
6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Bubber out-riggers are required on
Asohalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
ST BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to proc6ss.
Depth
TotalSF $
Total LF $
Permit Fee Total Permit Fee $
Public Service Nalural Gas Group (1-800'922'19871
Public Service Company (1
U.S. West (1 -800-922-1 987)
TCI Cablevision of the Rockies (1-800-922'1987)
Eagle River Water & Sanitation District (970-476-7480, elt. 114)
Holy Cross Electric Company (1-800-922-1987)
Town ol Vail Electricians (970479-2158)
Town of Vail lnigation (970-479'2158)
Town of Vail Public Wofks Construction Inspeclor (970-479'2198)
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance ol the pennit'
All excavation must be done by hand within 18" ot utilities - (Senate Bill 172)'
Failure to notify
10.
11.
tfre fown will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection f€e.
12, I certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as requir€d.
Conuactor's Signature ol Agreemont
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Prlnt name cleady Date of Signature
While - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
o The Town of Vail Public Works Depaftment will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
o Also, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occupancv issuance.
Agreed to by:
Project Name:
Date Signed:
F :/everyone/forms/bldperm6
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBUC WAYS PROHIBITED
q Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Works may notifu and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or @uses another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
D Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A.T AND 7-3A-33 PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(i968) 5 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord, 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or RelationShip.to Project:
Date Signed:
F :/everyone/forms/bl dpermT
Revised Design Calculations
Structural Steel Fueling Ganopy
Feather Petroleum Go. - Phillips 66
Vail, Colorado
Town of Vail
Supplied by:
Kustom Kanopies, Inc.
2765 Midland Dr.
Ogden, UT 84r';01
Designed by:
Mountain View Engineering, Inc.
345 North Main Street
Brigham City, UT 84302
James O. Moore. P.E.
OFFISE GOPY
6 oL'c)o $t
12 pages of calculations
{;"8
MAR 14TM
Mountain View Engineering
P.O. Box 839, Brigham City, Utah 84302
Job:
Phone (435)734-9700 Fax. (435)734-951 9 By:
Kustom Kanopies #3910: MVE Project#20057
Subject:Feather Petroleum Co. - Phillips 66, Vail, Colorado
DESIGN CRITERIA
Snow Load =
Dead Load =
Seismic Zone =
Wind Speed =
Exposure =
CANOPY DIMENSIONS
Length =
Width =
Fascia Height + Mansard =
Canopy Clear Height =
Total Height of Canopy =
Number of Column Rows =
Number of Columns/Row =
LATERAL
Wind
Ce=
Co=
9s=
Pw=
Total Base Shear 19 =
SEISMIC
\ra -
R=
!!=
ULT Total Base Shear (V; =
ASD Total Base Shear (V) =
ULT Lateral Load Each Column =
ASD Lateral Load Each Column =
Distance From Base =
FOOTINGS (oer UBC 1806.8.2.2)
Allowable Soil Pressure =
Vertical Column Load =
Round Ootion
Diameter =
Req. Depth (see page Z) =
Actual Depth =
q actual =
q (allowable) =
Page:
Date: 03111102
Brad
80 psf
20 psf
I
80 mph
psf
psf
kip
kip
kip
kip
kip
kip
fa
CONTINUOUS PURLIN LAYOUT
Purlin Spacing =
Edge Distance Each Side =
Left Cantilever =- Bay(s) @
Right Cantilever =
w (DL) =
w (LL) =
From Page 3, Use
o.zc
?
10
23.5
10
0.125
0.500
W1Ox22
ft
ft
ft
ft
ft
ktf
krf43.5 ft
35fi7.'t7 ft'15 ft
22.17 ft
z
2
.'! {a
1.3
16.4
1
1E.t7
T,JI
n 4a
2.2
60.90
8.30
3. VJ
2.08
1.98
16.33
1500
.to
6.12
6.75
1,n 7
3225
7.5 ft10 ft (max)
7.5 ft
21.75 ft
2.72 kip10-87 kip2.23 kip
8.91 kip
W12 x 30
CONTINUOUS BEAM LAYOUT
Left Cantilever =3 Bay(s) @
Right Cantilever =
Maximum Tributary Width =
Pt (DL) =
Pr (LL) =
Pz (DL) =
Pz (LL) =
From Page 4, Use
COLUMN
Column Specification:
Fv=
Length =
Moment at Base =
S (required) =
S (actual) =
Unity Check (from pgs 5 and 6l
16" Dia. x 1l4" Pipe
36 ksi
16.33 t32.30 kip-fi17.94 in348 in3
1.33 0K
psf
kip
fi
a
ft
psf
psf
ANCHOR BOLTS (AISC A-36)
No. Bolts per Connection =
Diameter =
Mean Anchor Bolt Spacing =
Seismic
ULT Connection Force =
ULT Overfuming Moment =
ULT Tension (each bolt) =
ULT Shear (each bolt) =
ULT Tension (allowable) =
ULT Shear (allowable) =
UniV Check =
41.25 in16.00 in
4.15 kip
67.82 kip-ff25.43 kip1.04 kip39.78 kip
20.57 kip0.69 0K
Wind
Connection Force =
Overtuming Moment =
Tension (each bolt) =
Shear (each bolt) =
Tension (allowable) =
Shear (allowable) =
Unity Check =
1.98 kip32.30 kip-ft12.'11 kip
0.49 kip
31.12 kip
16.09 kip0.42 0K
@ rout{TAn YIEU
\P*,Eitf 1TE"T,F"'I$;if !^c;,,,
Phone (4J5) 7J4-9700 Fox (aJ5) 7J4-9519
Poge 2
Jq6 VA|L, C0LORADo #3910 Dote Q3/11/02
Sub ject
4J'-6"
RLBy
10'-0"2J'-6",. t0'-0'
7'-f0' ,_ 7'-r0' ,- 7'-10"
P l"rPB
I
|-\
ro
I
EI
P \
c2
rPB rPB
c2
-lot \
l.
\-gz I I
)6(
a
rPB rPB
82
o
I_o
P
I
rPB
I
rPB
5(
f
I
)o(
rPB rPB
I
<\
EI
P
c2
\\- 82
rPB
I
+
rPB
c2L;
(Gt
Ii\
KEY
Bl = W12xJ0 BEAM
82 = WExlS
P = W10x22 PURLIN
Cl = 16.OXT, PIPE COLUMN
C2 = EXISIING TS 5x5x/. COLUMN
PB = 1L1'x1tr1"x16 GA. PURLIN ERACE
iiountain View Engingeering
, 345 North [|ain Street
Brigham City, Utah 84302
Phone: (435) 734-9700
Far: (,|:l5) 734-9519
Title : Struclural Design of Fueling Canopy Job I
Dsgnn bw Date: 5:58PM, 11 IiLAR 02
D€scriptlon : Vail. Colorado
Ur.r KW0602:r?9. V.. 5.1 .3, 22-Jurts i999 Win3l
(c) 19!t9! E-'IIERCALC
Description
Multi-Span SteelBeam
Purlin
General lnformation
Fy - Yield Stress 50.00 ksi
Spans Considered Continuous Over Supports
Calculaffons are dosign€d to AISC gtr Edition ASD and 1997 UAC Requir€ments
Load Duralion Factor 1.00
n Infomation
Description
Span
Sleel Sectlon
End Fintv
Unbraced Length
c€nlilovor centgl lpgn cantilsv6r
10.00 23.50 10.00lvlorzl W1t'e2 Wlorzl
F.s+Pin Pin-Pin Pin-F.oo1.00 7.83 1.00
Dead Load
Live Load
Ufi
k/ft
Results
Mmax @ Cntr
@x=
Max @ Left End
Max @ Righl End
fr : Actual
Fb : Allowable
fo : Aclual
Fv : Allowable
0.00
0.00
0.00
-31.25
16,160.0
33,000.0
Eendlng OK
2,560.6
20,000.0
Shsa. OK
11.89
'11.75
-31.25
-31.25
16,160.0
27,@1.7
Bondlng OK
3,008.7
20,000.0
Shear OK
0.00
0.00
-31.25
0.00
16,160.0
33,000.0
BeDdlng OK
2,560.5
20,000.0
Shear OK
k-fi1
fti
k-fti
k-ft
psl
psl
psi
psl
Reactions & Deflections
Shear @ Lefi
Shear @ Right
Reactions...
OL @ Lefr
LL @ Left
Total @ Left
DL@ Right
LL @ Right
Total @ Right
Max. Deflection
@x=
SpadDenedion Ratio
k
K
k
K
k
k
k
k
in
i
0.00
0.00
0.00
2.72
10.87
13.59
-0.546
0.00
439.6
7.34
7.U
2.72
10.87
't3.59
2.72
10.87
13.59
-0.164
11.75
't,720.8
I zlz I
t10.87 |-r55r
0.00
0.00
0.00
-0.538
10.00
446.0
t.23k
84 lrr
6.25
0.00
0.00
6.25
-l
=la,L&anIo_ll r-IL25 J
Yz
Geon^ Loadigj 0,1;r^^^ '
?,
v/ ru-
u/ rvuo
Colv+ra ai1
a,,J, €^-s'Ti'.1,4
,'1.5 lo 1. >
C 4u-nt
Mountain View Engingeering
, 345 North Main Strcet
Brigham City, Utah 84302
Description
Title : Slructural Design of Fueling Canopy Job #
tlsgnn bw Date: 6:39pM. 11MARO2
Description : Vail, Colorado
Beam
(with existing columns)
Phone: (€5) 73+g7OO
rax (+r!)zit-gstg scopo: or.. Ll
R.v: srqrc:f \(^rf r
lliii#E"i:1""J.:r,.,2-.,u.-1!oe.wn32 Multi-Span Steel Beam
General Information
Fy - Yield Slress 50.00 ksi
Spans Considered Continuous O\rer Supports
Calculatlons arc docign€d to A|SC gth Edition ASD and l9g7 UBC RequtFmonts
Load Duration Factor 1.00
lnformation
Description
Span
St6€l S€ction
End Fixity
unbraced Langth
ft
i
ft
cdrtil€ver
7.50 5.00 10.00wl2x30 w12x30 WtA30Fr€ePin Pin-Pin Pin-pin4.50 3.25 4.00
cantilavar5.00 7.50Wl2x30 m2r30
Pin.Pin Pin-Fr6o3.25 4.50
Loads
rd Used
DL
LL
@x
DL
LL
@x
k
K
ft
k
k
ft
Yeg
2.230
8.910
3.000
2.230
8.910
7.000
0.00
2.95
k-fr
nl
k-nl
k-fr
l
psii
pst j
I
psi i
psl
i
I
Yes
2.720
10.870
1.750
Ye!
2.720
10.870
3.250
0.00
0.00
-12.51
€1.15
19,024.9
33,000.0
Bondlng OK
s,785.6
20,000.0
She.rOK
Ye3
2.720
10.870
4.500
Point #2
Results
Mmax @ Cntr
@x=
Max @ Left End
Max @ Right End
b : Aclual
Fb : Allo\ €ble
to : Adual
Fv : Allowable
0.00
61.15
19,024.9
33,000.0
B.ndlng OK
4,235.8
20,000.0
Shear OK
0.00
0.00
{1.15
-12.51
19,024.9
33,000.0
B€rdlng OK
5,785.6
20,000.0
Shear OK
20.91
7.00
-12.51
-12.51
6,505.0
33,000.0
Beddir€ OK
3,172.1
20,000.0
Sh.ar OK
0.00
7.40
€1.15
0.00
19,024.9
33,000.0
Bending OK
4,235.8
20,000.0
Sh€ar OK
Point #1
tlountain Mew Engingeering
34!i North tlain Stneet
Brighim City, Utah 8,0302
Phone: (rB5) 73+9700
Fax: (rB5) 734-9519
R.Y: 510301
Usa: |(W{!O2/Y9, v.. 5.i 3. 22rlun-1990. Wi,}!2
(c) r9E'8 ENERCATC
Description
Tltle : Stfuctural Design of Fueling Canopy Job #
Dsgnr: bw Da!a:12:08PM. 29 JAN Oz
De.criptlon : Vail, Colorado
SteelGolumn
Existing Columns
(vertical loading only)
General Information
Stoel S€ction
Column Height
Calculatlorc a]€ dGigned to AISC gth Edition ASD and 1997 UBC Roquirements
TIl5Xsx,t/4
15.570 ft
Fy
Duration Faclor
Elastic Modulus
X-X Unbraced
Y-Y Unbraced
46.00 ksi
1.330
29,000.00 ksi
15.670 ft
15.670 ft
X-X Sidesway :
Y-Y Sidesway :
K!(
Kvv
Restrained
Restrained
2.000
2.000
End Fixity Fix-Free
Live & Short Term Loads Combined
Loads
Axial Load...
Dead Load
Live Load
Short Term Load
3.25 k
12.95 k
k
Ecc. tor X-X Axb Moments
Ecc. for Y-Y Axis Moments
Column Design OK
section : TS5X5X1/4, Height = 15.67fr, Axiat Loads: DL= 3.25, LL= i2.95, sr= o-ook. Ecc. = o.oooin
Unbraced Lengths: X-X= 15.67fl, y-y= 15.67fi
Combined stEss Ratios oead Live oL + LL DL + sT + (LL if Chosen)
AfSC Formula H1 - 1 O. j 82t O.72Sg O.9OZ9 0.6826
AfSC Fomula H1 - 2 O.O2S7 O.tO22 0.1279 0.0961
AISC Formula Hl - 3
XX Axis : Fa calc'd per 1.5-2, K'Ur > Cc
Stresses
YY K*Ur >
Allorable & Actual Stlesses
Fa : Allowable
h : Actual
Fb:)c( : Allo# [F3.1]
fu : x< Aclual
Fb:yy : Allow [F3.1]
fu : yy Actual
Doad
3.89 ksi
0.71 ksi
30.36 ksi
0.00 ki
30.36 ksi
0.00 ksi
Live
3.89 ksi
2.82 ksi
30.36 ksi
0.00 ksi
30.36 ksi
0.00 ksi
OL + LL DL + Shorl
3.89 ksi
3.53 ksi
30.36 ksi
0.00 ksi
30.36 ksi
0.00 ksi
5.17 ksi
3.53 ksi
40.38 ksi
0.00 ksi
40.38 ksi
0.00 ksi
Values
F.ex : DL+LL
F ey : DL+LL
F ex : DL+LL+ST
F'ey : DL+LL+ST
Max X-X Axis Deflection
3,887 psi
3,887 psi
5,170 psi
5,170 psi
0.000 in at
DL+LL 1,75
DL+LL 1.75
DL+LL+ST 1.75
DL+LL+ST 1.75
0.000 in at 0.000 lt
Cm:x DL+LL 0.60
Cm:y DL+LL 0.60
Cm:r DL+LL+ST 0.60
Cm:y DL+LL+ST 0.60
0.000 fi Max Y-Y Axis Defleclion
Cb:x
Cb:y
Cb:x
Cb:y
Mountain View Engingeering, 3.f5 ltlorft ilain Street
Brigham City, Utah 84302
Phone: (rB5) 734-9700
Far (,li35) 734.95'9
Titl€ : Structural Oesign of Fueling Canopy Job {
Dsgnr: bw Date: 6:43PM, 11 lvlAR 02
Desctip0on : Vail, Colorado
U!..: KW.6O2.179. V.r 5.1 .3. ?2-Ju|]-1909_ win:tz
(c) rF-tt ENERCAIC
Description
SteelColumn
New Columns
(vertical and lateral loading)
General Information
Sleel S€c{ion
Column Hebht
Calculatlons arc dGign€d to A|SC gth Edition ASD and i997 UBC Requinments
P16
't6.330 fl
Fy
Duration Factor
Elastic Modulus
X-X Unbraced
Y-Y Unbraced
36.00 ksi
1.330
29,000.00 ksi
15.330 fr
16.330 ft
X-X Side$r/ay :
Y-Y Sidesway :
Kx
Kvv
Restrained
R€strained
2.000
2.000
End Finty Fix-Free
Live & Short Term Loads Combined
Loads
Arlal Load...
Dead Load
Li\€ Loed
Short Term Load
Polnt lateral Loadr...
Along Y-Y (strong axis moments)
Along X-X ( y moments )
7.60 k
30.44 k
k
Ecc. fior X-X Axis Moments
Ecc. for Y-Y Axis Moments
LL ST
1.980 k
"k
tn
In
Heioht
16.330 fi
fi
DL + Short
21 .80 ksi
3.07 ksi
31.60 ksi
8.09 ksi
3l .60 ksi
0.00 ksi
Fa : Allowable
fa : Actual
Fb:n: Allow [F3.11
fr: n Adual
Fb:yy : Allow [F3.11
fu : yy Actual
DL
Oead
15.39 ksi
0.61 ksi
23.76 ksi
0.00 ksi
23.76 ksi
0.00 ksi
Live
16.39 ksi
2.46 ksi
23.76 ksi
0.00 ksi
23.76 ksi
0.00 ksi
DL+LL
16.39 ksi
3.07 ksi
23.76 ksi
0.00 ksi
23.76 ksi
0.00 ksi
Column Design OK
Section:P16, Height = 16.33ft, Axiat Loads: DL= 7.60, LL= 30./14, ST= 0.00k, Ecc.= o.OOOin
Unbraced L6ngths: X-X = 16.33ft, y-y= 16.33fi
Combined Str$s RatiG Dead Live DL + LL DL + ST + (LL if Chosen)
AISC Formula H1 - 1 O.1SO1 0.1875
AISC Formula Hi - 2 0.1139 0j423
AISC Fomula Hl - 3 0.0375 O.39ZO
XX Axis : Fa calc'd per 1.5-1, K*Ur < Cc
Stre€ses
Values
F ex : DL+LL
F ey : DL+LL
F ex : DL+LL+ST
Fey : DL+LL+ST
Max X-X AxF Defrection
30,141 psi
30,141 psi
40,088 psi
40,088 psi
{.446 in at
Cm:x DL+LL 0.60
Cm:y OL+LL 0.60
Cm:x DL+LL+ST 1.00
Cm:y DL+LL+ST 0.60
16.330 fr Max Y-Y Axis Defleclion
Cb:x DL+LL 1.75
Cb:y DL+LL 1.75
Cb:x DL+LL+ST 1.00
Cb:y DL+LL+ST 1.75
0.000 in at 0.000 ft
Mountain View Engingeerlng
345 North Main Street
Brigham City, Utah 84:t02
Phone: (rB5) 734-9700
Fax: (lE5) 734€519
Title : Structural Design of Fueling Canopy Job #
Dsgnn bw Date: 6:/+4PM, 11 iil,AR 02
De3cdption : Vail, Colorado
Rrv: 5t0302
Us.r KW.OOU4?o. V.r 5.1 .3, 22-Jun"l9€€. Wn32(c) 196199 ENERC LC
Description Embedment Depth
General Information
Max Passive
Load duration faclor
Pole B Cirorlar
Diameter
Restrain€d @ Surface
Pole Embedment in Soil
Point Load
distanca from base
Distributed Load
distance to top
distance to bottom
1 ,980.00 lbs
16.330 ft
0.00 #/fi
3.000 ft
0.000 fr
Homentr @ Surface...
Point load 32,333.40 ft+ Totat Mom€nt 32,333.40 fr+
oistributed toad o.oo Totat Laterat 1,g8o.oo lbs
vvith Surface Rastralnt..
Req'd Depth 8.i23 ft
Pressure @ Base...
Actual 1 ,221.62 pst
Affowable 1,221 .62 Wl
Surface Restraint Force 8.507.05 tbs
Mountain Mew Engingeering
.345 Noilh Main Street
Brigham City, Utah 84302
Phone: (4it5) 73.1-9700
Fax: (435) 734-9519
Title : Structural Design of Fueling Canopy Job #
Osgnr: bw Date: 6:2OpM. i j i/tAR 02
D6cription : Vail, Colorado
Scop€ :affi _f-Ea__lt_
i 3fi,ii:11f;'.,!?rru.-iesewn32 Multi-Span Steel Beam ^^.-. ,, 0 i
Descrlption Deck
General Information
Fy - Yield Stress 40.00 ksi
Information
Calculations ar€ deslgnad to A|SC gth Edition ASD and 1997 UBC Requirements
Load Duration Factor
7.08 7.08
Description
Soan
Stoel Soction
End Fixity
Unbraced Length
PioPin Pinfin0.00 0.00
Dead Load
Live Load
Mmax @ Cntr
@x=
Max @ Lefr End
Max @ Right End
b : Actual
Fb : Allowable
0.00
0.00
0.00
-0.43
0.0
30,000.0
B.ndlng OK
0.0
16,000.0
Ovgrstrass
0.19.if}\bs+/
0.18
3.49
-0.40
-0.43
0.0
0.0
Bendlng OK
0.0
0.0
Shear OK
0.00
0.00
-0.4
0.00
0.0
0.0
Bendlng OK
0.0
Shear OX
0.20 0.203.54 3.54
k-ft1
fti
k-ft
k-ft
0.20
3.54
fu: Actual osi
Fv : Allowable osi
0.0
30,m0.0
Bondlng OK
0.0
16,000.0
Overstress
-0.39
-0.40
0.0
30,000.0
B€ndlng OK
0.0
16,000.0
Overstreae
-0.40
-0.40
0.0
30,000.0
Eendlng OK
0.0
16,000.0
Ov€rstress
-0.40
-0.40
0.0
30,000.0
Bendlng OK
0.0
16,000.0
OvgrStres€
-0.40
-0.40
0.0
30,000.0
Bendlng OX
0.0
16,000.0
Ove.Str€s3
Spans Considered Continuous Over Supports
Reactions & Deflections
Shear @ Lefr
Shear @ Riltht
Reactions...
DL @ L€fi
LL @ Left
Total @ Left
DL @ Right
LL @ Right
Total @ Right
Max. Doflec{ion
@x=
Span/Deflection Ratio
Ki
K
I
kl
ki
kr
k
K
|(l
ini
fi.
I
0.00
0.@
0.00
0.10
0.s3
U.OJ
-0.171
0.00
422.2
.20
0.34
0.33
0.10
0.s3
0.53
0.11
0.56
0.67
-0.049
3.59
't,737 .7
FTR
0.34
0.34
0.1 1
0.57
0.67
0.11
0.57
0.67
-0.055
3.54
1,554.6
z
0.34
0.34
0.11
0.57
0.67
0.11
0.56
-0.100
3.54
u7.o
0.33
0.34
0.34
0.34
0.33
0.34
0.00
0.28 o.28
0.00
lul^, (+) For*ir =
fln, (-J hr^;r =43 er.n :
0.11
0.56
0.67
0.11
0.57
u.o/
-0.057
3.54
1,496.5
t, 1o in.t<
e' lL i. k
0.11nE7
0.67
0.11
0.57
0.67
-0.055
3.54
1,538.4
6.6n ,'n. 1a
S.az it lc
0.11 0.100.56 0.530.67 0.630.10 0.000.53 0.000.63 0.000.000 0.0000.00 3.000.0 ffi.#
r/*,
4ot
?T^
I NC.
s43A? (435)734-9740
P. A. Tampa, Florlda10? EAST FOREST
Copyrlght 1991
!{OUNTAIN VIEW ENGINEERING,
STREET BRIGHAI.I CITY, UT
by Tondelli. Engineerlng,
dUSTOI'IER : KUSTOI't KANOPIES
JOB NU}.IBER :
DESCRIPTION : ROOF PANEL
PANEL COVERAGE
THEORETICAL FLAT I{IDTH
DEPTH OF PANEL
DATE .. @?- I7 -2@@T
= 15. OO IH
= 23.9?91 IN
= 3.@@ IN
PANEL SECTION PROPERTIES
FDR : 15 filCH ROOF PANEL
ltaterial : Steel-, Yield ot 40 ksi
PANEL ToP IN col.tPREssIoN PANEL BoTToM IN C0},|PRESSI
Ix Sx Ma Ix Sx t'ta
in4/tt j-n3/ft In-klp/ft 1n4/ft 1n3/ft ln-klpGA
t
THICK
in
WT
P5F
a,')
26
6.
@.
8L
1l
@.
@.
5.
6.
39
69
@.
@.
@.
@.
I7
2?a296
a346
3744
67 19
?232
2793
?993
3645
17 4I
2ra6
IA @.@4€@ gl
Section properlies
5x and lta ar'e for
@.8932 6-3722 a.91 @.541il o.333@ 9A
ar.e cslcuLated irr accordance rith 1986 AISI Specifications.
strees deterrnirrati on, Ix ie for deflectiorr determinatiorr.
END BEARING ALLOIiED FAR 2. O IN.
I}ITERIOR BEARIN6 ALLOWED FOR 3.
E}ID BEARING ALLOI.,IED FOR 2.O IN.
INTERIOR BEARING ALLOI''ED FOR 3.
END BEARING ALLOWED FOR 2. O IN.
INTEEIOR EEARING ALLO}'ED FOR 3.
rS @. Ige K/FT FOR O.@29A TN. THICKNESS
ar rN. I5 0.332 N/FT FOF @-6?96 rN- THrc.lil{s5s
IS @.?97 K/FT FOF O, @346 IN. THICKNESS
O IN. I9 @.729 K/FT FOR O. @346 IN. THICKNESg
rs @.6A7 K./FT FOrr @.@46@ IN. THICHNESS
A IN. I5 r.?96 K/F'l' FCIR a.a4A6 IN, THICKNEgS
MAXIMU}I ALLOI{ABLE SPANS III FEET
FOR : 16 INCH RODF PANEL
!/IND SUCTIDN (UPLIFT) LOADS
LOAD
P5F
30
GA
11
(Per 1985 AISI
SII{PLE SPAN
5TRESS
13. 5
Sections C3. ?,c3.3, C3.4)
2 SPANS
5TRE5S
15.5
13.8
15.4
17. S
12. b
t4. 1
r6. 3
LL.7
13. O
t5. o
14. 9
12.2
14. I
ro. 3tl.5
13. 3
9.8
ro,9
t?.6
30 15.: L7.3 t8.5
.:r q .:t.:)
:o
IB
22
3|a
1S
')1
3|a
1S
?2
30ls
22
30ls
t'a
?ols
1?. 2
r3. 5
r5. B
ll.l
L2.4
r5.4
lla. 3
11.5
14. 2
9.6
10. s
r3.3
9. I
l@. :
12.5
4.5
9.6
tl.9
3|a
35
40
45
50
VALUES FOR 3 DR }IORE SPANS ARE BASED ON
ABOVE CAPACITIES HAVE BEEN INCREASED BY
4 SPANS
33.L/3/. AS PER AISI SEC. A4.4
QT,
3 DR MORE SPA},Is
5TRES5
L6.7
15.
'ZL6.7
19. 2
13. 7
15. :
L7.6
12. b
14. I
16.3
ll.8
r3. 2
tEi >
11. L
L2.4
14. 3
1@. 5
11. a
13. b
DENOTES LOAD CONTROLLED BY I.IO}IEHT IN EETWEEN SUPPORTS
THESE LOAD SAPACITIES ARE FOR THE PANEL ITSELF. FRAI.IES, PURLINS, CLIPS,
FASTENERS, AND ALL SUPPORTS MUST 8E DESIGI.IED TO RESIST ALL LDADS IMPOSETI
BY THE PANEL.
FOB FULL PANEL CAPACITY (ESPECIALLY ON SHORT SPANS), BEARIN6 },!UST 8E CHECKET)
USING ACTUAL LOADS AND BEARING LEN6THS.
Mountain View Engingeering Title : Structural Design of Fueting Canopy Job #
- 345 North Main Street Dsgnn bw Date: 6;46pM, 11 MAR 02' Brighain City, Utah 84302 D6crlptlon : vail, colorado
illli;ff;"li#;T" Scope: a,,Rlv:5roa'r (,.+ tt--
i";",ffilrcl$..'.3.22r!n-1eee.$,h32 MUlti-Span Steel Beam
Description Steel Channel
General Information
Fy - Yield Str€ss 50.00 ksi
Spans Considered Conlinuous Over Supports
Calculatlon! a'e degign€d to AISC gth Edition ASO and 1997 UBC Requir€ment3
Load Duralion Factor
Information
Description
Soan
Steel Socton
End Fixitv
Unbraced Length
c€nlrlov€a
3.00
c8x8.2
Fr€o-Pin
3.00
6.25
c6x8.2
Pin-Pin
1.33
canlilevat
6.25 2.OOc6X82 C6X82
Pi lPin Pin-Froe1.33 2.00
Dead Load
Live Load
Ufl
Uft
Results
Mmax @ Cntr
@x=
Max @ Lefl End
Max @ Right End
fr : Actual
Fb : Allonable
fv : Aciual
Fv : Allowable
0.00
-2.99
8,223.7
30,000.0
Bendlng OK
1,662.5
20,000.0
Sh6ar OK
0.68
3.33
-2.99
-2.'17
8,223.7
3i:',000.0
B€ndlng OK
1,841.9
20,000.0
Shear OK
2.21
1.95
0.66
3.54
4.21
0.66
3.50
4.16
{.003
3.45
25,y7.9
I E{
3.33
-2.17
-1.33
5,953.6
33,000.0geBdlng OK
1,843.3
20,000.0
Shear OK
2.21
1.94
0.00
2.00
-1.33
0.00
3,655.0
30,000.0
Eendlng OK
1,108.3
20,000.0
Shear OK
0.00
0.00
k-fr
fr
k-n
p8l
psi
psl
psl
Shear @ Left
Shear @ Right
Reaction3...
DL @ Left
LL @ Lefi
Total @ Lefr
DL @ Risht
LL @ Right
Total @ Right
Max. Def,eclion
@x=
Span/Def,ection Ratio
'.ik
l.Kl
kl
.klnl
fri
0.00
1.99
0.00
0.00
0.00
u.oo
3.54
4.21
-0.054
0.00
1,327.1
1.33
0.00
0.66 0.523.50 2.764.16 3.270.52 0.002.76 0.003.27 0.004.021 0.0103.25 2.003,515.2 4,78.2
Reactions & Deflections
Mountain Mew Engingeering
3i+5 Ngrth Main Steet
Brigham City, Utah 84302
Phone: (4i!5) 734-9700
Fax:734-9519
Title ; Structural Design of Fueling Canopy Job #
Dsgnr: bw Date: 6:48pM. 11MARO2
Oescriptlon : Vail, Colorado
R!v:5l03ol, Llt r KW,602a79. Vcr 5.1.3. 22rl/n-t99e. Wh!2(c) r9l3-09 EIIEFCALC
Description Frame Column
SteelColumn
General Information Calculationr are de3igned to AISC gth Ediuon ASD and lgg7 UBC Requir€ments
St6el Secoon
Column HeEht
TS2X2X3/16
5.000 fl
Fy
Duration Factor
Elastic Modulus
X-X Unbraced
Y-Y Unbraced
46.00 ksi
1.330
29,000.00 ksi
5.000 ft
5.000 ft
X-X Sidesway :
Y-Y Sidesway :
l(s
Kvv
Restrained
Restrained
1.000
1.000
End Fixity pin-pin
Live & Short Term Loads Combined
Loads
Axial Load...
Dead Load
Uve Load
Short Term Load
Ecc. tor X-X Axis Moments
Ecc. for Y-Y Axis Moments
Live
'17.61 ksi
2.76 ksi
30.36 ksi
10.48 ksi
30.36 ksi
0.00 ksi
DL+LL
17.61 ksi
3.28 ksi
30.36 ksi
12.46 ksi
30.36 ksi
0.00 ksi
DL + Short
23.12ksi
3.28 ksi
40.38 ksi
12.46 ksi
40.38 ksi
0.00 ksi
2.000 in
in
.5-1
I Strosses
Allowabl€ t Actual St€ls€!
Fa : Allo$rable
fa : Actual
Fb:,o( : Allo,t/ [F3.11
b:)o(Actual
Fb:yy : Allow [F3.11
b : yy Actual
30.36 ksi
'1.98 ksi
30.36 ksi
0.00 ksi
Golumn Design OK
seclion : Ts2x2x3/16, Height = 5.00fi, Axiat Loads: DL= 0.66, LL= 3.50, sr= o.ook. Ecc. = 2.oooin
Unbraced Lengths: X-X= 5.00ft, y-y= 5.00fr
combin€d stcss Ratios Dead Live DL + LL DL + sr + (LL if chosen)
AISC Fomula Hl - 1 0.3935 0.4756
AISC Formula Hl - 2 0.4450 0.5289
AISC Fomula Hl - 3 0.0946 0..t483
XX Axis : Fa calc'd per 1.5-1, K,Ur < Cc
F ex : DL+LL
F'ey : DL+LL
F ex : DL+LL+ST
F ey : DL+LL+ST
Max X-X Axis Deflection
21,818 psi
21,818 psi
29,018 psi
29,018 psi
{.099 in at
Cm:x OL+LL 0.60
Cm:y DL+LL 0.60
Cm:x DL+LL+ST 0.60
Cm:y DL+LL+ST 0.60
2.900n Max Y-Y Axis Defleclion
Cb:x DL+LL 1.75
Cb:y DL+LL 1.75
Cb:x DL+LL+ST 'l .75
Cb:y DL+LL+ST 1 .75
0.000 in at 0.000 ft
J.L VIELE Gorcfrrrclion, lm.
lOm S- Frottage Rod$Jcst, $ie2@ LETTER. OF TNANSMITTAL
of VatfTown
Vdl, Cobra&8166i7
Ptrne p7q47GXE2 Fa
TO Tflidvd tbEhn R€riilBoed
75 sotfrt Frc@e Rd.
vd,@ 81657
HtnrtB.l. C7U'1W142 Fa:9701'l9.215f2
EIREACSreYOU
Shetr*i]E5
@ydL€fra
THESE ARE TMNSIfiTIED as cfieded bda
tffiSqrdoCotf,.
PEB
spc
Oo|€
FafApFurd
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FaEvisw&cmm€|t
Afio|sla'Uffi
ApproyEd s notsdRctrE fucf,€ctim
Rai|nf-----6pbfr+Pota
Srftil1-------- cqaefs.ffitutbnRtrn-CdtdFiis
Oher
FORBf,IS TI,E PRINTS RET(NNED AFTER I-oAN TO US
REI ;d(s Tlis b s$niH h |Ecponse b JR al tE BdldrE D6prtmr* lxtp b teq.intu an diord qt dor
e sthe 1S7 UBC.
Rer PhilsooRemodel
c0ge8 OATE m.oEscgPnox
3 Snnn lps.Ooor
Plrecdllf hava cqrmgfroradditond
@trTO: JR€r*fmDept SIGNET}
3:45PM
Sfiephen Richords
Archltecf
MANSMTITAI
r,/- /-DrfJ,E ]{.t{o'r? , ,.
1$.8&l P.L/4
to: 4gsq D.nT
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,
PAGffit SAM LTm. oF
AICHtuID#tu"S
3:45Ft'l 1s.854 P.?/4
Stephen Rlchords
Archliact
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I 14 . 4ftl a€ Brooclvrqy .6otorqdoBl6st . O[) S2t620j
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TOWN OF VAIL DEPARTMENTOF COMMTINITY DEVELOPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 0 VAIL
Location.....: Phillips 662293 N FRONTAGE ROAD
ParcelNo...: 210311415004
ProjectNo t ((l-rbl- oDLll
oI{NER S-M PETROTJEIIT{ PROPERTTES rNC05/2O/20O2 Phone:
706]- S T'NTVERSITY BIJVD #305
LITTLETON CO
801"22-L539
License:
Permit #: 802-0075
Status... : TSSUED
Appfied. . : 05/20/2002
Issued. . : 05/21/2002
Expires . .: 1l/17/2002
CONTRACTOR D.P. EI,ECTRIC
P.O. BOX 711
EDWARDS, CO
81632
License: 119-E
APPLICAIII D.P. ELECTRIC
P.O. BOX 711
EDWARDS, CO
8163 2
License:119-E
Elecfical___> 92?0.00
05/20/2OO2 Phone: 970-926-4L40
05/20/2002 Phone: 9'70-925-4t40
Additional Fe€s------->$0.00
Total Pemit Fee----> S2?3 .00
Pa)'ments.--..._.-> $2?3 . OO
BALAITCE DUE---->$0. oo
Desciption: commercialremodel
Valuation: $14.900.00
'|***.l*|'l'.tt|{'||tl+.*ttilllt||tttlt,|*t|*.'*.,|t|tlt|'t.|l|tlt*+|***.|||+
Total Calculated Fees-> S2?3 .00
DRB Fee---->
Inv€stigation-->
Will Call -
9o.00
90.00
$3.00
TOTAL FEES-> 5273 .00
a+a++t atti t+tttttl t:t:l *rt *a,t'i:t*t *a'trt +t **'l *t *++tt +'r:i**'t al.'l,iftta*a:i *r t:tl* a*l|t+lt*l aa l:la'l'l l:l'lt*i+tl aal|'l a+a+++ t t
Approvals:Item: 06000 ELECTRICAL DEPARTMENT
0s/20/2oo2 DF
Item: O5600 FIRE DEPARTI{EMI
Act.ion: AP
. CONDITIONS OF APPROVAL
Cond: 12
(BI_,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI.ICE.
+,r* 'r*t *a* *t'l ll* ll
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 conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELffHONEAT 479-2138 OR AT OUB]]fIICE FROM E:OO AM - 5 PM.
SIGNATURE OF OWNER OR CONTRACTORFOR HIMSELF AND OWNEF
'l 't*'t ** * *** * * * +l + t * *t *'lr +*+ ++ * +*** *** f * * *** * * * ** * * * * * ** * * * **'t + + +* * * * ** * * * * {"t **** * **** f * * ** *** *
TOWN OF VAIL, COLORADO Slatement
********+++*+++* +**+**+t*f****f**********************{.*:}*++***********+*++f++++*********+*t*
sEatement Nunber: Rooooo2426 Amount: $273.OO 05/2L/200207223 att!
Payment Method: Check Init: IJC
Notsation: *213 LL/Dave
Petseraon Elect
Permit No: 802-0075 Type: EL,ECTRICAL, PERMIT
Parcel No: 210311415 0 04
Site AddreBa: 0 VAII,
Locatsion: phillios 66 2293 N FRONTAGE ROAD
Total FeeE: $273.00
This PaymenU: $273.00 Total ALIr Prnts: $273.00
Bal-ance: 50.00
*+*++**++*+++*++*t*****+**++***++*++**{*+***+'1.**+*******f,**++:**+*****t}+*** ******t+**********
ACCOUNT ITEM LIST:
Account Code Descnjption Cunrent Pmts
EP OO1OOOO31114OO TEI'IPORARY POI/./ER PERI4ITS
t4lC 00100003112800 l,,JILL CALL INSPECTI0N FEt
270.00
3.00
TowN br'vhtL DEpARTMENT oF coMMtrNrry DEVELopMENT
75 S. FRONTACEROAD
VAIL. CO 8I657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M02-0102
Job Address: 0 VAIL
Location.....: Phillips 66
ParcelNo...: 210311415004
Status...: ISSUED
Applied. . : 0511512002
lssued. . : 05/17/2002
Expires . .: 1111312002
# of Gas l-oss: 0 # of Wood Pellet 0
FEE SUMMARY * ** tt.+:|* *t*:tr +***:r *r *'tt **
So - oo Total Calculated Fees-->
$0. oo Additional Fees__'---->
S78. oo Total Permit Fee--->
PaYments--'--_.---;
BALANCE DUE--->
# ofcas Appliances: 0
560.00 Reshrarant Plan Review->
$15,00 DRB Fee------->
$ o . oo TOTAL FEES---->
$3.00
s?8.00
$0.00
$78.00
s78.00
$0 .00
Project No , (vLTOz - )oLl (
OWNER S-M PETROLET'M PROPERTIES INCO5/15/2OO2 PhONE:
7051 S I]NIVERSITY BI-,l/D #305
IJITTIJETON CO
8 0122 - 1s3 9
I-,icense:
CONTRACTOR SCHNEIDER MECHANICAIT 05/1-5/2oo2 Phone:. 970-827-9443
P.O. BOX 7314
AVON, CO
8152 0
License: 113-P
APPTJTCANT SCHNETDER MEclIANrcAr, 05/t5/2oo2 Phone: 97o-a27-9443
P.O. BOX 7314
AVON, CO
81620
License:113-P
Desciption: moving a bathroom
Valuation: $2,500.00
Fireplrce Information: Restricted: Y
*'laaltaatltal+tat**'lt:!:*a:l'i*'lt*l*:ll
Mechanical--..>
Plan Check->
lnvestigation->
Will Call--->
*at tt 'tt 't'tt +!tr *r i rItem: 05100 BUIITDING DEPARTMEIff
o5/a5/2oo2 DE Action: AP
IteM: O55OO FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLfANCE.
Condz 22
(BLDG.): COMBUSTION AfR IS REQUIRED PER SEC. 701 OF TIIE 1997 It!!C, OR SECTIOII
701 0F THE 1997 rMC.
Cond:23
(BLDG.) I INSTAI-,I-,ATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AIID TO CHAPTER
10 OF TTIE 1997 I'MC, CHAPTER 10 OF THE 1997 IMC.
Cond: 25
(BI,DG.') / EAS APPIJTANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SIIAI'L
TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 1997 (]MC, OR CHAPTER 8 OF THE 1997 IMC.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENI MUST COMPIJY WITH CTAPTER 3 AIiID S8C.1017 OF
TTIE 1997 T'MC AIID CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BL,DG.): BOILERS SIIAITIJ BE MOITNTED ON FLOORS OF NONCOMBUSTIBIJE CONST. ITNIJESS
I-,ISTED FOR MOUI{|:TING ON COMBUSTTBI,E FI,OORING.
Cond: 32
(BLDG.): PERMIT,PITAI{S A}iID CODE ANAL,YSIS MUST BE POSTED rN MECHANICAIJ ROOM PRIOR
TO AN INSPECTION REQT'EST.
Cond: 30
(BLDG.): DRjAINAGE OF MECIIANICAI-, ROOI{S CONTAINING HEATING OR HOT-WATER SUPPLY
BOII-,ERS SIIAI,I-, BE EQUIPPED WITH A FI.,OOR DRAIN PER SEC. LO22 OF THE 1997 UMC, OR
SECTION LOO4.6 OF THE 1997 IMC.
**a*'r*a**aata *'t t:l * *a *'ta+*a,l'laa*a '|*,!:t*l'l r:la**t**', 'l.l,l
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agee to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE4BY TELEPHONE AT 479-2138OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
, I trtruU Ll, fttSsrcmTMCToR FoR HIMsELF AND owNEt
alta*f+a*f+lfl******l"i**{'l'}l++ta***l'}***+*lrfl**{r***l+f+a**t*++1****f,**+taallti++lt****a*llll
TOWN OF VAIL, COLORADOCopy Repdnted on 0*17-2002 xt 12233t16 ostr7t2N2
Statement
*lttflt*****t**i****'t'i'l*{'frlfl++lltlta**t.lrtl*t***ffat***ltlff*****f***ttl'ft*l'}***1"}+***fllll
Statement Nunber: R000002412 Anount: $78.00 05/17/2002L2:33 PM
Payment Method: Check
#4 97O/schneider mechanical
Init: IJC
Notation:
Permit No: Irt02-0102 Tl4)e: MBCHANfCSI PERMTT
Parcel No: 2103114150 04
Site Address: 0 VAIL
Location: Philllpe 56
Thia Pa)drent: $78.00
Total Fees: $78.00
Total AIJIr Pmts: $78.00
Balance: S0.00
t i I tf + | * t +** at i* * * r**'l+ {'*{r't * t * * 't * * *,t** * {' '}
!t * * {' *t * ** +* * ** * t | * t * t' '}*t * *,}* * * * ** * **f'l * *'}* * *t*{tt + f'}
ACCOI.JNT ITEM UST:
Account Code Cunrent Pmts
MP OO1OOOO31113OO MECHANICAL PER},I]T FEES 60.00
PF 00100003112300 PLAN CHECK FEES 15.00
t^lc OO1OOOO31128OO I,IILL CALL INSPECTION FEE 3.OO
oescni pti on
PAGEFROH.
APPLICA
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Vail, Colorado
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F/c€rlDne,ftnrvd|@.fm
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' ^
! k.@ r, .s,uo"i"i|iga| Description: Lot
-,B|ock-D"l" "f E .p""tl".l-
"SVsD,t,/\V., DEVELOPER IMPROVEMENT AGREEMENT
\.,'
THISAGREEMENT, made andentered intothis 14", ot duZ<,ZOk
By and among Fcorfu?." PAlTr//e.,,r't thereinafter cailed tfie 'Oevefope/jl-anO tne TOWN
OF VAIL (hereinafter called the "Town") and
called the "Bank").
(hereinafter
WHEREAS, the Developer, as a condition of apprcval of the
Temporary Certificate of Occupancy wishes to enter into a Developer lmprovement Agreement;
and
WHEREAS, the Developer is obligated to securitv or collateral sufficient in the
judgement of the Town to make reasonable provisions f
forth below; and
completion of certain improvements set
WHEREAS, the
Agreement, including
following:
Developer wishes to provide co
construction of the above-re
to guarantee performance of this
improvements by means of the
ail in a r amountDeveloper aorees to establ
ot $ 4!^,{ao gzs
cash
the total ,.7
IMPROVEMENT
Attach a copy of
rovidgraecurity
of the following mutual covenants and agreements,
(,na
the Town agree as follows:
Developer agrees, at the sole cost and expenses, to furnish all equipment and
to perform a-nd complete all improvements, on or before M, /,' zaa L
The Developer shall complete, in a good workmanlike manner, all improvements as
listed above, in accordance with all plans and specifications filed in the office of the Community
Development Department, the Town of Vail, and to do all work incidental thereto according to and
in compliance with the following:
ol
T
necessarv
\\VAI L\DATA\Cdev\FORMS\DlA Credit. doc Page 1 of 5
a. Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
governmental entities. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Engineer, the Town Building Official, or other official
from the Town of Vail, as affected by special districts or service districts, as their
respective interest may appear, and shall not be deemed complete until approved
and accepted as completed by the Town of Vail Community Development
Department and Public Works Department.
2. To secure and guarantee performance of its obligations as set forth herein, the
Developer agrees to provide security and collateral as follows:
lrrevocaFfe,,amount of $
\ith of bank in Eagle Co\nty) as
is a default unOpr tne
3. The Developer may at any time substitute the collateral originally set forth above
for another form or collateral acceptable to the Town to guarantee the faithful completion of those
improvements refened to herein and the performance of the terms of this Agreement. Such
acceptance by the Town of alternative collateral shall be at the Town's sole discretion.
4. The Town shall not, nor shall any otficer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall theTown, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based
upon any performance by the Developer hereunder; and the Developer shall reimburse the Town
for any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developer may apply to the Town and the Town shall
authorize for partial release of the collateral deposited with the Town for each category of
improvement at such time as such improvements are constructed in compliance with all plans
and specifications as referenced hereunder and accepted by the Town. Under no condition will
the amount of the collateral that is being held be reduced below the amount necessary to
complete such improvements.
6. lf the Town determines, at its sole discretion, that any of the improvements
contemplated hereunder are not constructed in compliance with the plans and specifications set
forth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but shall not
be required, to complete the unfinished.
tHe security tiir.+tre iitpror
Agreement by Developer.
\\VAIL\DATA\cdev\FORMSUIIA C red it.doc Page 2 of 5
lf the costs of completing the work exceed the amounl of the deposit, the excess, together
with interest at twelve percent (12o/o) per annum, shall be a lien against the property and may be
collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the
same manner as delinquent ad valorem taxes levied against such property. lf the permit holder
fails or refuses to complete the cleanup and landscaping, as defined in this chapter, such failure
or refusal shall be considered a violation of the Zoning Code.
7. The Developer warrants all work and material for a period of one year after
acceptance of all work refened to in this Agreement by the Town if such work is located on Town
of Vail property or within Town of Vail right-of-way pursuant to Section 8-3-1 .
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by all parties hereto.
\\VAIL\DATA\cdev\FORMS\DlA Credit.doc Page 3 of 5
Dated the day and year first above written.
STATE OF COLORADO
COUNTY OF EAGLE
SS.
, , , ^jh" foregoing Developer lmprovement Agreement wa-s agJ6nowledged before me this/{ma"yot -flin/o ,2otuby rTl Eco 7T- mE?grfz
Wtness my hand and official seal.
My commission expires
STATE OF COLORADO )
)ss.COUNWOFEAGLE )
. ., , The foreooino Develooer lmorovement Aoreement was
/4lLoay ot -..-ri trut t' ,zo-@oy 4
Witness my hand and official seal.
My commission expires:
trator, C om m unity DevelophEnt
before me this
\VAl L\DATA\Cdev\FORMS\DlA Credit.doc Page 4 of 5
Bank
STATEOFCOLORADO )
)ss.COUNTYOFEAGLE )
The foregoing Developer lmprovement Agreement was acknowledged before me this
day of 20_ by
Witness my hand and official seal.
My commission expires:
Notary Public
WAIL\DATA\cdev\FORMS\D!\ Credit.doc Pag! 5 of 5
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001 0000 314 1110
001 0000 314 1112 Uniform Buildinq Code - 1997 - Volume 1&2
001 0000 3't4 1112 Uniform Building Code - 1997 - Volume 3
0000 314 11 12 Intemational Plumbinq Code - 1997
0000 314 1112
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001 0000 315 2000
001 0000 312 3000
001 0000 312 4000
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'0Ol 0000 310 1100 tTaxable @ 4.0% (Townl - Retail Sales Tax
001 0000 311 2500
0000 311 2500
001 0000 311 2500
001 0000 311 2500 Exterior Alteration - Less than 100 so. ft.
001 0000 311 2500 Exlenor Alteration - More than 100 so. ft.
001 0000 311 2500
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STOP' N SAVE FOOD STORES
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GRAND JUNCTION, CO 81505
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001 0000 314 1111
001 0000314 1111
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001 0000 311 2300
001 0000 315 2000
001 0000 312 3000 :Contrac{ors License Fees
001 0000 312 4000 Siqn Application Fee
0000 312 4000 Additional Sign Application Fee
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)01 0000 240 3300 Developer tmprovemenl Agreem€nt Dsposit O2-OEPIo
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'001 0000 201 1000
'001 0000 310 1100
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001 0000 311 2500
001 0000 311 2500
001 0000 319 3100
of Revisions to 1997 Uniform Codes
Lionshead Master Plan ($1.80/$1
Assess.-Reslauranl Fee to Co. Deot. Rev.
Taxable @ 4.4o/o
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PEC APPLICATION FEES
Additional GRFA - "250'
Exterior Alteration - Less than 100 so. ft.
Exterior Alteration - More than 100 so. ft.
Development District - Major Amend
Special Development District - Minor Amend
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,-ffi Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
td: 970.479.2139 Ja* 970.479.2452
web: www,ci,vail,co.us
Project Name: Phillips 66 Retaining wall DRB Number: DR8020184
Proiect Description:
Change to approved plan retaining wall modifrcation
Pafticipants:
OWNER S-MPETROLEUMPROPERTIESINC06/13/2002 Phone:
7061 S UNIVERSITY BLVD #305
UTTLETON CO
80122-1539
License:
APPUCANT Stephen Richards Architect 06lL3l2OOZ Phone: 328- 6287
Box 1114
Eaglg CO
Richards@Vail.net 81631
License:
ProJect Address: 0 VAIL Location: Phillips 55
l€gal Description: Lot: Block Subdivision: VAIL DAS SCHONE FIL 1
Parcel Number: 2103114150O4
Comments: retaining wall not to be painted
BOARD/STAFF ACTION
Motion By: Pierce
Second By: Acevode
Vote:
Action: APPRovED bfntO
Date of Approval: l8/1s/2&2
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.
Planner: Allison Ochs DRB Fee Paid: $20.00
qttfup
DESIGN REVIEW BOARD AGENDA
Wednesday, June 19, 2002
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELCOME
PROJECT ORIENTATION / LUNCH - Community Development Department
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Hans Woldrich
Charlie Acevedo
Margaret Rogers
SITE V]SITS
MEMBERS ABSENT
1. Clark residence - 4887 Juniper Lane2. Weiss residence - 3838 Bridge Road3. Robason residence - 1139 Sandstone Drive4. 770 Potato Patch - 770 Polato Patch Drive5. Phillips 66-2293 N. Frontage Rd. West6. Alphorn Condos - 121 West Meadow Drive7. Villa Cortina - 22 West Meadow DriveL Daymer Corporation - 123 S. Frontage Rd. East
9. Vail Mountain Lodge - 352 E. Meadow Drive10. Vail Resorts - 600 Lionshead Mall
Driver:
12:00 pm
'1:u0 piTl
PUBLIC HEARING . TOWN COUNCIL CHAMBERS
1. Villa Cortina DRB02-0172. Bill
Final review of change to approved plans.
22 West Meadow Drive/Lot A, Vail Village 2m Filing.
Applicant: Nedbo Construction
VOTE: 5-0
3:00 pm
z.
MOTION: BillPierce SECOND: Charlie Acevedo
CONSENT APPROVED
770 Potato Patch DRB02-0182. Allison
Final review of proposed addition of stone.
770 Potato Patch Drive/Lot 6, Vail Potato Patch.
Applicant 770 Potato Patch Drive Condo Assoc., Inc., represented by Fritzlen Pierce
Architects
MOTION: Hans Woldrich SECOND: Charlie Acevedo VOTE; 4-0-1 (Pierce
opposed)
CONSENT APPROVED WITH 1 GONDITION:1. That the applicant submit a drawing of the west elevation of the upper building for
review by statf prior to the issuance of the building permit.
?Fleischer residence DRB02-0108. Bill
Final review of two new single-family residences.
4315 Bighorn Rd./Lot 6, Block 3, Bighorn 3'o Addition.
Applicant: Chad Fleischer, represented by John G. Martin, Architect, AIA
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 5-0
CONSENT APPROVED WITH 3 CONDITIONS:
1. That in lieu of the proposed 6 blue spruce trees, 10 blue spruce trees 8 to 10 feet in
height and 10 blue spruce trees 12 to 14 feet in height be planted.
2. That an arborist report be submitted to verify the survivability of the proposed
landscape plan and to establish a tree preservation plan prior to the issuance of
building permits.
3. That staff review and approve the final landscape placements prior to installation.
Clark residence DRB02- 0188 Allison
Final review of proposed entry addition
4887 Juniper Lane/Lot 78, Block 4, Bighorn 5'n Addition.
Applicant Stephen & Jackie Clark
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 5-0
GONSENT APPROVED WITH 1 GONDITION:
1. That this is the one-time exemption to the requirement that the entire structure must
be brought into compliance with the Design Guidelines. Specifically, any future
addition of GRFA to this structure will require the removal of the T-1 11 siding.
5.Vail Resorts DRB02-01 43.
Final review of proposed outdoor trampoline.
600 Lionshead Mall/Tract D, Vail Lionshead 1s'Filing.
Applicant Vail Resorts
Weiss residence DRB02-01 60
Final review for changes to approved plans
3838 Bridge Road/Lot 12, Bighorn Subdivision 2M Addition.
Applicant: VAg Inc.
George
Allison
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 5-0
CONSENT APPROVED WITH 1 CONDITION:
1. That the applicant submits revised plans to the Community Development
Department indicating the location of a split-rail fence and a minimum of six
landscaped planters. The plans shall be reviewed and approved by the
Community Development Department.
6.
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE: 5-0
APPROVED WITH 4 CONDITIONS:
l. That prior to the issuance of a Building Permit, the applicant shall file the final plat
for the resubdivision of Lots 1 1 and 12, Bighorn 2noAddition.
2. That prior to the submittal of a Building Permit application, the applicant shall
meet all the concerns of staff addressed in the letter dated June 13,2002.
oo3. That the approval for this application will void the approval of the Weiss
Residence on June 20.2001 .4. That the applicant submit revised drawings of the tower element and a new roof
material for review and approval by staff.
7. DaymerCorporation DRB02-0192. Allison
Final review of proposed wood decking
123 S. Frontage Rd. EasVLots M,N &O-, Block 5D, VailVillage 1't Filing.
Applicant Daymer Corporation, represented by John Perkins, AlA.
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE: 4-0 (Acevedo
recused)
APPROVED WITH 2 CONDITIONS:
1. That the applicant shall be required to make the following improvements to Phase
lV, Vail Village Inn, prior to the issuance of a TCO for Club Chelsea:
r All restaurant signs referring to the Village Restaurant be removed.. The dumpster area be cleaned up.. The fence around the pool be painted and repaired as necessary.r The Shutters and flower boxes on at the enirance be repainted.
o That the existing Villager Restaurant awning be removed and any necessary.
repair and repainting as a result of the removal be done.r The two walls at the existing Villager Restaurant entry be repainted to match
existing.. Power wash the stucco and repaint if necessary.. Dumpster enclosure to be reviewed by the DRB.r A landscape plan must be submitted for review by staff.
o A revised color scheme must be submitted for review by staff.. Remove the fence at the pool and walkway.. All necessary repairs to the north side must be completed.
2. That the applicant submit either a letter from the condominium association from the
entire Vail Village Inn, stating that they approve of the proposed deck covering; or,
the applicant shall provide evidence that the entire Vail Village Inn site does not have
the right to use the existing recreational facilities of phase lV, Vail Village Inn, prior to
the issuance of a building permit for the proposed decking.
8. Robason residence DRB02-0163. George
Conceptual review of new single family residence.
1 139 Sandstone Drive, Indian Creek Townhomes/Lot ,A1, Block A, Lions Ridge Filing 1.
Applicant: Randy D. & Donna Robason, represented by Steven James Riden
CONCEPTUAL - NO VOTE
9. Alphorn Condominiums DRB02-0164. Allison
Conceptual review of fagade remodel.
121 West Meadow Drive/Lot D2, Vail Village 2n0 Filing.
Applicant: Alphorn Condo Assoc., represented by Ray Story
CONCEPTUAL - NO VOTE
10. Phillips 66 DRB02-0184. Allison
Final review of proposed retaining wall.
2293 N. Frontage Road WesUTract A, Vail das Schone Filing 1.
Applicant: Feather Petroleum Co., represented by Stephen Richards.
MOTION: BillPierce SECOND: CharlieAcevedo VOTE: 5-0
CONSENT APPROVED WITH 2 CONDITIONS:
1. That prior to the issuance of a CO, the applicanl provide a newspaper box
enclosure, similar in design to the newspaper box enclosure located at the First
Bank Building.2. That the retaining wall not be painted.
11. Vail Mountain Lodge DRB02-0185. George
Final review of amendment to approved plans revising the dormers on the east side of
the building.
352 E. Meadow Drive/Tract B, Vail Village 1" Filing.
Applicant VML, LLC
MOTION: Charlie Acevedo SECOND: Bill Pierce . . . VOTE: 5-0
TABLED UNTIL JULY 3, 2OO2
12. Middle Creek DRB02-0060 Allison
Conceptual review of proposed employee housing development & private educational
lnstitution.
160 N. Frontage Rd./to be platted as Lot 1, Middle Creek Subdivision.
Applicant Vail Local Housing Authority, represented by OdellArchitects
CONCEPTUAL - NO VOTE
Staff Approvals
Vail International DRB02-0112. Allison
Lobby/office addition.
300 E. Lionshead Circle/Lot 4, Block 1, Vail Lionshead 2no Filing.
Applicant: Vail lnternationalCondoAssociation
Zachariah residence DRB02-0140. George
Entry replace bricks with flagstone.
4074 Bighorn Road/Lot 3, Bighorn Subdivision.
Applicant Bobby & Liby Zachariah
Klinga residence DRB02-0168. George
New split rail fence with mesh.
1773 Shasta Place/Lot 13, VailVillage West 2d Filing.
Applicant Elizabeth A. Klinga
Olson residence DRB02-0169. George
Driveway change from asphalt to heated concrete.
1 785 Sunburst DriveA/ail Golfcourse Townhomes.
Applicant Curtis & Kristin Olson
Wood/Pringle residence DRB02-0167. Bill
Revised landscape plan.
1 146 Sandstone Drive/Lot A-7, Block 1 3, Casolar Vail.
Applicant: Thomas Pringle
Fresco Holding Co, Inc. DRB02-0179. Allison
Skylight addition.
103 Willow Place, Edelweiss Condos/Lot 4, Block 6, Vail Village 1't Filing.
Applicant: Nedbo Construction
Seigalresidence DRB02-0150. Bill
Change to approved plan.
356 Hanson Ranch Road/Lot D. Block 2. Christiania.
Applicant: GailSiegal
Simpson residence DRB02-0156. Allison
Enclose lower portion of deck with lattice.
1813 Shasta Place/Lot 17, VailVillage West Filing 2.
Applicant: Judith A. Simpson
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 Community
Development Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call479-
2356,Telephone for the Hearing lmpaired, for information.
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Appfication for Design Review 6/a -szgf
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 97Q.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 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 Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request!
Location of the proposa t: tot:4t3ur-suoaivision: y'a,,/ 2.-g ?a(tte,Ffl /
physicalAddress: "taa -- l*- f,z /'{'elf
ParcetNo.: Xlo3 /lt/ lfo fr/ (ContactEagleCo.Assessorat9T0-328-8640forparcel no.)
Zoning:
Name(s) of Owner(s):
Owner(s) Signature(s)l
Name of Applicant:
Mailing Address:
E-mail Address:Fax: jZ ?'4X9'4
IOI4/NM
Mailing Addressr 7t
Type of Review and Fee:
tr Signs
E Conceptual Review
tr New Constructiontr Addition
E Minor Alterdtion
(multi-family/commercial)
tr Minor Alteration
(sin gle-fa mily/du plex)
fr Changes to Approved Plans
O Separaton Request
$50 Plus $1.00 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 improvemenG, 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 Onlvl
ree naiar -iJ <D cnxxno.: A/#z k ev:
Application Dat6_ DRPlanner: Pr(
l-? 1'-
TOI4Nffi
,,/ftJOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I, (print name), a joint owner of property located at (address/legal
description)
provide this letter as written approval of the plans dated which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that $e proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
Page 2 of L2lO2lO7l02
TO BUILDINGS 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 unless they involve the addltion of patios,
water features, grading, or the addition of retaining walls.
I, SUBMITTAL REOUIREMENTS
o Stamped topographic survey*, if applicableD Site and Grading Plan, if applicable*q Landscape Plan, if applicablexo Photos or drawings which clearly convey existing conditionsxo Photos or drawings which clearly convey the proposed building or site alteration(s)*
o Exterior color and material samples and specifications.o Lighting Planx and Cut-sheet(s) for proposed fixtures, if applicableo Written approval from a condominium associauon or joint owner, if applicable
D 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 malerials noted with an asterisk (*).
Topographic survey:D Wet stamp and signature of a licensed surveyorB Date of surveyo North arrow and graphic bar scaleo Scale of 1"=10'or t"=70')a Legal description and physical addresso Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater
than 40olo, and floodplain)B Ties to existing benchmark, either USGS landmark or sewer inveft. This information must be
clearly stated on the surveyD 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.
o Show right of way and property lines; including bearings, distances and curve information.
o Indicate all easements identified on the subdivision 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
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.).
u Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils)
Page 3 of I2lO2lO7/02
o Watercourse setback, 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, incfuding any pedestals on site or in the right-of-way
adjacent to the site. Exact location of existing utility sources and proposed seryice lines from
their source to the structure. Utilities to include:
Cable W Sewer GasTelephone Water Electrico Size and type of drainage culverts, swales, etc.
D Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250' in either direction from propefi.
Site and Grading Plan:o Scale of L"=20'or larger
o Property and setback lineso 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.D 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.
a 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.o Proposed surface drainage on and off-site.
D Location of landscaoed areas.o Location of limits of disturbance fencing
o Location of all required parking spaces
D Snow storage areas.
a Proposed dumpster location and detail of dumpster enclosure.o 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.u Delineate areas to be phased and appropriate timing, if applicable
Landscape Planio Scale of 1" = 20' or larger
o 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.
o Indicate all existing ground cover and shrubs.
a 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 o<isting and proposed plant
material including ground cover,D Delineate critical root zones for existing trees in close proximity to site grading and
construction.o Indicate the location of all proposed plantings.
B The location and type of existing and proposed watering systems to be employed in caring
for plant material following its installation.
Page 4 of Lzl12l07llz
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted.
Lighting Plan:o Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous areao Attach a cut sheet for each proposed fixture.
II. REPAINT PROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
a C.olor chip or color sample including the manufacturer name and color number(s)
o Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of I2lO2l07lO2
PROPOSED MATERIAIS
Buildino Materials Tyoe of Material Color
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
Notes:
Please speciff the manufacturer's name, the color name and number and attach a color chip,
Page 6 of IAO2lO7l02
I
PROPOSED LANDSCAPING
Botanical Name Common Name Ouantiw Size
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc,)
PageT of L2/02107/02
fo
UTIUTY LOCATION VERIFICATION
This form is to verifo 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 Siqnature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharo
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4555 (fax)
Contact: Ted Husky
EXCEL ENERGY
970,262.4024 (tel)
970.262.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICTX
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.t224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
*Please provide a site plan, floor plan, and elevations when obbaining 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 commenb
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative 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
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Departrnent of Public Works at the Town of Vail. Utiliil locations must be obtained before
dioqinq in any public right-of-way or eas€ment within the Town of Vail. A buildino permit is not a
Public Wav oermit and must be obtained seoaratelv.
Page 8 of 12102107102
NOTES TO ALL APPLICANTS
Pre-aoplication Meetino
A pre-application meeting with Town of Vail staff is encouraged. The purpose of a pre-application
meeting is to identify any critical issues peftaining to the applicant's proposal and to determine the
appropriate development review process for an application. In many cases, the pre-application meeting
helps to expedite the development review process as critical issues are identified and dealt with in the
preliminary stages. A pre-application meeting may be scheduled by contacting Judy Rodriguez at
97 0.47 9.2128 or jredrg_ucz@e!.vajko.ls
Time Requirements
The Design Review Board meets on the 1st and 3rd Wednesdays of each month. A complete application
form and all accompanying material must be accepted by the Community Development Department prior
to application deadlines. A schedule of DRB meetings and associated application deadlines may be found
on the World Wide Web at htto://ci.vail.co.us/commdev/planning/drb/meetinos/default.htm For a new
residential development, the application deadline is typically 3.5 weeks prior to a Design Review Board
hearing.
Review Criteria
The proposal will be reviewed for compliance with the Design Guidelines as set fotth in lltle 12, (Zoning
Regulations) and lltle 14 (Development Standards) of the Town of Vail Municipal Code.
Reouirements for orooerties located in hazard areas
If a property is located in or adjacent to a mapped hazard area (i.e. snow avalanche, rockfall, debris flow,
floodplain, wetland, poor soils, etc.), the Community Development Department may require a site-specific
geological investigation. If a site-specific aeological investigation determines that the subject property is
located in a geologically sensitive area, the property owner(s) must sign an affidavit recognizing the
hazard report prior to the issuance of a building permit. Applicants are strongly encouraged to consult
with Community Development staff prior to submitting a DRB application to determine the relationship of
the property to all mapped hazards.
Reouired Plan Sheet Format
For all surveys, site plans, landscape plans and other site improvement plans, all of the following must be
shown.
1. Plan sheet size must be 24"x 35". For large projects, larger plan size may be allowed.
2. Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
3. Graohic bar scale.
4, Nofth arrow.
5. Title block, project name, project address and legal description.
6. Indication of plan preparer, address and phone number.
7 . Dates of original plan preparation and all revision dates.
8. Vicinity map or location map at a scale of 1"=1,000' or larger.
9. Sheet labels and numbers.
10. A border with a minimum left side margin of 1.5".
11, Names of all adjacent roadways.
12. Plan legend.
Page 9 of LZ/02l07loz
Desiqn Review Board Meetinq Reouirements
For new construction and additions, the applicant must stake and tape the project site to indicate
property lines, proposed buildings and building corners, All trees to be removed must be taped. The
applicant must ensure that staking done during the winter is not buried by snow. All site tapings and
staking must be completed prior to the day of the DRB meeting.
The applicant or their representative shall be present at the Design Review Board Hearing. Applicants
who fail to appear before the Design Review Board on their scheduled meeting date and who have not
asked in advance that discussion on their item be postpond, will have their items removed from the DRB
agenda until such time as the item has been republished,
If the DRB approves the application with conditions or modifications, all conditions of approval must be
resolved prior to the issuance of a building permit.
Staff Aooroval
The Administrator (a member of the planning staff) may review and approve Design Review applications,
approve with certain modifications, deny the application, or refer the application to the Design Review
Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision
is subject to final approval by the DRB.
Additional Review and Fees
If this application requires a separate review by any local, state or Federal agency other than the Town of
Vail, the application fee shall be increased by $200.00. Examples of such review, may include, but are
not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees in excess of 500/o of the application'fee.
If, at the applicant's request, any matter is postponed for hearing, causing the matter to be re-published,
then the entire fee for such re-publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have design, land use or other
issues, which may have a significant impact on the community, may require review by eltemal
consultants in addition to Town staff. Should a determination be made by Town staff that an external
consultant is needed, the Community Development Department may hire the consultant. The
Department shall estimate the amount of money necessary to pay the consultant and this amount shall
be fonryarded to the Town by the applicant at the time of filing an application. The applicant shall pay
expenses incurred by the Town in excess of the amount forwarded by the application to the Town within
30 days of notification by the Town. Any excess funds will be returned to the applicant upon review
completion.
Page 10 of 1210407102
TOI44\,M
Suruey/Site Plan Review Checklist
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
weD: www,o.va .co.us
*This checklist must be submitted prior to Public Works review of a proposed development
Owners/Project Name:
Project Address:
Applicant:Phone Number:
Submittala Stamped survey of property o Landscape plan
o Civil/Site plans a Title Report (Section B)
Survev Requirements:
o Surveyor's wet stamp and signature o Environmental Hazards (ie. rockfall, debris
o Date of survey flow, avalanche, wetlands, floodplain, soils)
D North arrow o Watercourse setbacks (if applicable)
o Proper scale (1"=10'or I"=20) o Treeso Legal description o Labeled easements (i.e. drainage, utility,
o Basis of bearings / Benchmark pedestrian, etc...)
o Spot Elevations o Topography
o Labeled right of way and property lines; o Utility locations
including bearings, distances and curve o Adjacent roadways labeled and edge of
information. asphalt for both sides of the roadway showno Lot Size for a minimum of 250' in either direction
r Buildable Area (excludes red hazard from propefi.
avalanche, slopes greater than 40olo, and
floodplain)
Site Plan Requirements:
I. Access (check all)
o Driveway type and finished surface are shown on the site plan.
o Unheated o Heated (poftion in ROW in a separate zone)
D Snow storage areas are shown on the site plan within property boundaries (30o/o of driveway area if
unheated; 10olo of driveway area if heated)o All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development
Standards, p. 11. Steepest Section Driveway Grade (not the average grade):-
a Parking spaces and turning radii are noted on site plan and conform to Development Standards,
pp.12&14
II. Construction Site (check all)o Location of all utilities and meter pits are shown on the site plan.
a Limits of disturbance construction fencing is shown on the site plan.
o I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.
tr I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 of l2lo2lO7lA2
ilI. Drainage (check all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p, 12.D (Note: Valley pan must not be heated)s 4 Foot Concrete Pan o 8 Foot Concrete Pantr Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan.o A Hydraulic report has been provided. (As requested by Town Engineer)
ry, Erosion Control (Check all that apply)
o Disturbance area is greater than one half acre,D A separate Erosion Control Plan has been professionally engineered and PE stamped.D Less than one half acre has been disturbed, and proper erosion control devices are shown on the site
plan.
V. Floodplain (check all that apply)o The project lies within or adjacent to a 100 year Floodplain.
D 100 year Floodplain is shown on the site plan.
a A Floodplain study has been provided. (Required if floodplain is within construction limits or as
requested by Town Engineer)E The project does not lie within or adjacent to a 100 year Floodplain
VI. Geological/Environmental Hazards (check all that apply)o The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20)o A Hazard Repoft has been provided
o The project does not lie within a Geologic/Environmental Hazard area.
VIL Grading (check all that apply)
o Existing and proposed grades/contours are provided on the site plan.
r All disturbed areas have been returned to a 2:1 grade,
o All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
o Only existing contours are shown on the site plan, there is no proposed grading,
VIII. Parking (check all)o All residential and commercial parking spaces conform to the Development Standards, pp. 12&15,
IX. Retaining Walls (check all that apply)
o All retaining walls conform to the standards in the Development Standards, p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
a All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.o No retaining walls are required for this project.
X. Sight Distance (check all that apply)o Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
uPropersightdistancehasnotbeenattained.Exp|anationwhy:-
Additional Comments
Please provide any additional comments that peftain to Public Works Review.
Page 12 ot l2lo2l07/02
Applicants Signature
***,i *** *,!*** * * t * * + * 't *:l' * * * * **+**+******** * 't * * * * * * * * + * * * ** * * * * * * * * * + * + + * + * * * * * * * * ** + {.* * * * * * * * *
TOWNOFVAIL. COLORADO Statement
** * * * **** ** * * * * | * + ** t | * t* * * t f+ * * * t+ * f +'; *t * * + f+ +* * * ';t * *** *+ * * {.*******+ *,}* lt * t t t* ********* + t * |
St.at.ement tilun rer: ROOOOO2578 Amount: $20.00 06/L3/2OO2O3:48 PM
Palment Method: Cash Init: irAR
llotation:
Permit No:
Parcel No:
Sit,e Address :
L,ocaUion:
This Payment:
ACCOUNTITEM LIST:
Account Code
DR 00100003112200 DESIGN REVIEt.l FEES
T]4)e: DRB- Chg to Appr PlanE
Total Feee:
Total ALIJ Pmts:
Balance :
Current Pmts
20.00
DRB02 018 4
210311415004
O VAII.,
Phillipe 66
$20.00
Descri pti on
$20.00
$20.00
$0.00
+ * *** *** * * *+ f * + ++ + + **'t* + *t +********+** * * ** * * ***** f**+* * * * ** * ** **+* **** * t * *{' * * + +* ** * ** ** *+'l+ *
" RETA|NtNG WALL SYSTEMS
+
Thank you for your interest in KEYSTONE. Pictures are worth a thousand words, so browse
through this booklet and see how KEYSTONE can be the solution to your retaining wall
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PROVEN DURABILITY
KEYSTONE'S VERSATILITY IS A DESICNER'S
DREAM. V:t ir: ols i'r color .rnc 'JLr pal:clt, :rkrr r lvrtl 4
anai S lrigh Ltnils of'ct lfc opporILr1il'v l!)f .r] nil(l(l ( i{r:rli\'1lr'
and dcs gr Ang cd stdcs ;rlllv,; 1o' gr:rarcll cur\,(rs ( iir( ;rvc ;rr(l
c.n,,,0x sllaLrcs a:rC scf ceflil'J: You'll appreciate the destgn
flexibility inherent in KEYSTONE walls.
KEYSTONE \ ALLS LAST! KEYSTONT'S lorr rllrrosivrr,
ron ilc[cr c]rat frg lratef als st:rird !ll l() l.rl|rc s c]cnt,:tf tls
KEYSTONE yia s ',\ror't Cisr,olcrr ilctcr o:arlc, !^/al f
j, o' f ol likil
t rnccr. \,lorlaf .ss dcs gn llf ov iics [)u ll irr Cra fagc or hyiiroslal (.
!!aLer pressures t'r:rt dcslroy lrad :ior'.r u,r ls KEI'STON[: s
h gh strefgth, lo\,,J absorLrtron cotcrclc r\rit'rsla'tiis flrl,:l1t) I'l:l!\'
ef'ects of naturc KEYSTONE is environmentally friendly.
KEYSTONE OFFERS IRRESISTIBLE BEAUTY. nirtr
cclors. Hcavy lcxlLrcs. Dr-.cp srrdoi"vs Ihc KLYSTONE
s,vslcnr a.omb rcs all lhcsc ftlrturus Io cltf eni C y0Lrr d(]sigI
A KEYSTONE rva corrplcn cr:s arrl h;rrnor 1cs \.,'rill lf ln
bu lding or ardsaaping s tc.
Creat looks without compromising strength or integrity.
AND PERFORMANCE
KEYSTONE lS EASY TO INSTALL. Nu 5t).'i rl l,)ir s.
LrilLl I)trt3ftl. fIoTl,rf. or l()1)t li.is tlL"t:11.t 't r1. S lllll ','crt.rr'.:lc a
s'l;r lri\,, lfcnl lt ;l rl lr',':r |r,'r' tritsr'( o-l'st tt:(tt (lr'k ltc Lttti s i',llfl
rcirrlorr:lil I lrirrgi;rss [] lrs l):r( 1 il rj ( i)rttl).t.1 A iEYS IONE
tva t:i f[, :l;r Irl Ittr'lt lits.(]t l.ft: t (r:ltIt r't; ls.
Sta rt-to-fin ish efficiency.
KEYSTONE...A SUPERIOR RETURN ON YOUR
INVESTMENT. ll\lir lirl r)rr is s rrtp t:.rr rl lasl \/\/;t s afr'
!if l.r,;r ly llra lr:cr;ri 1r lrr:r: ll'c ilutabilily ol a KFYSTONE
Lva rrlkrrs or:s::rrrl il l(' i \,( (, i (.rst !clrct ts.
KEYSTONE increases real estate values.
KEYSTONE...THE SOLUTION TO YOUR RETAININC
\ ALL NEEDS. ArtLr:s lrr (orrrtlfi, KTYSIO\E pro\"',lcs
i,]sl |{l l)|,t.rl'r 'i)r r0s ilafr ri. irlrn'l rr]|r: cc|'lrlcxcs f]aJlc s,
TcsI,ttIIaIIIs. sltrl.tpr r 11 !.ltl{)r5 | o'IltTt0t'c ;t ;rIij Iti-t:lr al
(1{)vcLol)ffc|1s, l),rrks {lr) l(otf 5{r-!. fr aif llas pcnds, sl [cafils,
riva"cfways, roads, and n gn"vays.
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RETAININC WALL SYSTEMS L-I tJ LIL-I U \_-I L-.I \--/ \-/L-,-L_\ LI
CLASSIC ELECANCE
Keystone Retaining Wall System's Mini Unit is the affordable solution
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Simply interlock the units with the f berglass pins to the required
height and top off your wall with KEYSTONE Cap Unlts.
8" Compac and 4 lviin Units used in combifation \?rious a ternating patterns and colors are poss ble.
4
H.\'. i
Mini Unit and Cap Unit
V;r cus al[en]a: ng patf-.rns afd colors a'c possio e
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I€rSX]I\E rBfu]tM_]tDiT\M
RETAINING WALL SYSTEMS \-__/\-__./L-ItJL-.IL-.I L_'U\_J
COST-EFFECTIVE BEAUTY d FUNCTION
The KEYSTONE International Cornoac Unit orovides the distinctive
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it s lighler \re gnL ano Lai oes g' eases rardl rg This s L^e perlect
choice r,vhere the deep embedment length of the KEYSTONE
Standard Unil is not reouired.
8
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Compac Unit
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I
l
I€rSICI\E S ll/ a \ ti"ll tl-l A lil til-.]
RETAININC WALL SYSTEMS U LlL rLlLl\ lL:rL n l[lUL:,
PROVEN DURABILITY & PERFORMANCE
The KEYSTONE Slandard Unit is not onlv Ihe ]ndLrstry leader, rt
crealed the industrv. The patentcd nrorlarless, interlocking s"vstem
provides bolh function and destgn flex bi ty, [cunres, straighl ,,^raiLs,
lerracesJ, and harmonizes beaulifully wilh _vour building or and
scaping site. The Standard Unil's height l.o depth ralo offers a
structurallv sound, engineered lva svstem l^rith superior slabilill',
durabrlit-v, and strength. KE\STONE ir,al t are easV lo install ano
cost effective comparcd to tradilional metho0s
il
12
. W'eight .. Size (HxWxD)
. F\'"^(pd f2.F '.p,
95 lbs. (42.75 kgl
8'x1B x21 1 2 i..2A32 x 4512 x,.5461 n,)
I sq fL. B"x 18 :.C93 sc. - - 2C32 x .45,12 m',
Standard Unit
Creative color and texture options
KEYSTONE offers a variety of colors and face
texlures prol,iding unlimited creative options for
vorrr lardscanino si e Choose ['on difrerent
face textures. Select from KEYSTONE's earth
tone colors such as gray, tan or brown. Custom
colors are available lvrth special quantity orders
These options, along ivith unit r,veight, size and
product avallability, may vary by region. See
vour KEYSTONE reDresenlative for details.
I
14
The KEYSTONE Retaining lvarr SvJas deve oped ,,vith simplic ty of ,onr,rr.tn
mind. These step-by-step jnstructions ',vill guide you from staft to finish.
[|nstructions app y to all KEYSTONE unit sizes.)
Step 1. Prepare the base leveling pad
Excavate a sha low trench according to the designed lefgth and width of your KEYSTONE
wall. Leave enough space behind the KEYSTONE units for a granu at backfill drainage zone
The prepared base should be level, K/ith 6 of well-compacted granular fill [sand. gravel, or
112" to 314" crushed stonel at 950/o Standard Proctor compaction or greater. KEYSTONE
recommends addjtional trench depth for below grade placement of KEYSTONE units on a
ration of i" below grade for each 8" of wal height above grade.
Note: For wolls less than 3'high. KEYSTONE unts maA be placed on firn,. undisturbed inorganic soils.
Drainage zone molj voril due to site. soii or engineering requirements.
Step 2. Install the base course
Place the first course of KEYSTONE units side by side (with sides touching) on the pre-
pared base, with the kidney-shaped void facing dorryn and the p n holes facing up. [See
illustration.l Make sure each unit ls level side to side and front:o back. The first course rs
critical for accurate and acceptable results For straight \,!alls, use the pins or the straight
back edge of the unit for alignment.
Step 3. Install the interlocking pins
Place the re nforced fiberglass pins into the paired holes in each KEYSTONE unit. Each
unit requires two pins. (Pins of adloining units should be 12" on center.) Once in place, the
pins create an automatrc setback for the addjtional courses. According to r\ial require-
ments and design, place pins in the front holes for near vertical setback and the rear holes
for l" setbac k.
Step 4. Install and compact backfill
Fi I in a I vo ds - ns de, between and beh nd the KEYSTONE units using 112" lo 3i4
crushed stone or clean, ',!ell drain ng granular fill Peagravel is not recommended.
Compact the fill to elirninate settling
Use existing soils for backfill behind the grave drainage zone (Heavy cla)/s or organic
s0ils are not recomrnended due to water-ho ding properties.l Compact to a minimum of
95016 Standard Proctor compaction, p acing f ll in 8" lifts on a course by course bas s luse
only walk-beh nd mechanical compaction equipment within 5'behind the units.)
Sweep off any pebbles or debris so the KEYSTONE units rest even y upon each other.
Step 5. Install additional courses
Place the next course of KEYSTONE units over the fiberglass pins, f ttjng the pins jnto the
kidney-shaped recesses. Center the unit over the tn/o underLi/ing units as shor,vn in dragrarn
5. Visually s ght down n kldney shaped recess for pin positioning. Pull the KEYSTONE
module toward the face of the wal unti t makes ful contact wjth both pins. For each
remarnrng course, repeat steps 5. 4, and 5.
Step 6. Install KEYSTONE Caps
Complete your wall with KEYSTONE Caps. In areas of high public usage. apply Kapseal"
Adhesive on the top surface of the Last course before applying cap units. Place the KEYSTONE
Cap overthe pins on the under.ving unt. Pul the cap forward to the automatic setback
position. Backfill and compact to finish grade.
These guidelines da not take into ac.ount geoloEicai voriotians in site ond soit canditions. Further
engineering cansiderations moA be necess1r!,j. Nane of the tnfarmotion enclosed herein shauld De
construed os a construction detatl.
Basic Product Installation
15
Creative options rolBistinctive tooks
KEYS0I\E'cLASs tc srRAtcHr FACE
Units are available in both 4"
and 8" high, offering a beautiful,
natural option to expand youl'
creative design choices.
KFfSICNE" ;:ffi[,';:,:il,::il],, ,,,,",',, ,nc . 4444 wesr 78th srreer
RETAININC WALL SYSTEMS fvlinneaDo is N'1N 55435 . 800-747-8971 ' FAX: 6l 2'897'5858
BESTBLOCKCO.
8227 Blakeland Dr.
Liftleton, co 90125
(303) 7 91 -3334 Fax 791 -2s47
STANDARD
COMPAC
MINUCAP
r0t4e,m
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: Phillps 66 DRB Number: DRB020051
Project Description:
Canopy remodel; Refinish ofterior and redo rear retaining wall.
Participants:
OWNER S-M PETROLEUM PROPERTIES INC03/11/2002 Phone:
7061 S UNIVERSITY BLVD #305
LITTLETON CO
80122-1s39
License:
APPUCANT Stephen RichardsArchitect O3lLU2O02 Phone: 328- 6287
Box 1114
Eagle, CO
Richards@Vail.net 81631
License:
Project Address: 0 VAIL Location: Phillips 66
Legal Description: Lot: Block: Subdivision: VAIL DAS SCHONE FIL 1
Parcel Number: 210311415004
Comments:
BOARD/STAFF ACTION
Motion By: Pierce . Action: APPROVED
Second By: Acevedo
Vote: 3-0 DateofApprovalz 05lL0l2OO2
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the wrltten 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: CON0005284
1. That prior to submittal of a building permit, the applicant shall provide written
approval from Holy Cross regarding the grading and retainage within the easement,
2. That the applicant shall indicate on the site plan that no snow storage will
occur in the right-of-way or on the Town of Vail sidewalk.
3. That the applicant shall submit P.E. stamped drawings of the retaining walls
prior to building permit submittal.
4. That the signs may not be internally illuminated. The applicant shall indicate on
the plans aFno signs will be internally illuminated priorto building permit,
5. That the applicant shall rerrise the grading at the telminous of the retaining
wall b meet 2:1 grades.
6, That the applicant shall submit an exterior lighting plan to be reviewed by the
Design Revie$, Board to minimize the negauve effects of lighting, while providing
adequte lightlng for safety.
Planner: Allison Ochs DRB Fee Paid: $250.00
FILE.COPY
DESIGN REVIEW BOARD AGENDA
Wednesday, Aprll 17, 2OO2
3:00 P.M.
PUBLIC MEETING
PUBLIC WELCOME
PROJECT ORIENTATION, LUNCH - Community Development Departnent
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Charles Acevedo
stTE vtstTs1. Lions Mane - 1116 Sandstone Drive2. Lion's Square Lodge - 660 West Lionshead Place3. Barquin residence - 356 Hanson Ranch Rd.4. Siegal residence - 356 Hanson Ranch Road
Driver:Birl
IUEMBERS ABSENT
Hans Wolddch
Margaret Rogers
12:00 pm
2:00 pm
PUBLIC HEARING - TOWN COUNCIL CHAMBERS
1. Barquin residence DRB02-0058. Bill
Final review of a dormer addition.
356 Hanson Ranch Road, Unit A/Christiania at Vail.
Applicant: Joe Barquin, represented by Segerberg Mayhew Architects.
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 1 CONDITION:
1. That the building fascia continues across the proposed dormer.
2. Lions Mane Condos DRB02-0063. Bill
Final review of exterior improvements.
1116 Sandstone Drive/Lot A5-1, Block A6, Lions Ridge Filing 1.
Applicant: Lions Mane Association
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 2 CONDITIONS:
1. That the proposal is approved as amended at the April 17 ,2002 Design Review
Board public hearing.
2. That the applicant must construct a trash enclosure, subject to Design Review
approval.
3:00 pm
3. Spriggs residence DRB02-0065. Bill
Final review of new facade improvements and addition.
1477 Aspen Grove Lane/Lot 3, Block 2, Lion's Ridge 4th Filing.
Applicant: J. Michael & Mary K. Spriggs
MOTION: Charles Acevedo SECOND: Bill Pierce VOTE: 3-0
APPROVED WITH 2 CONDITIONS:
1. That the applicant must comply with all Public Works conditions prior to the
issuance of final design review approval; this shall include but not be limited to the
submittal of an updated topographic survey and revised grading plan.2. That the tower element on the front of the building be enlarged as an architectural
element.
4. Siegal residence DRB02-0067.
Final review of interior conversion with dormer addition.
356 Hanson Ranch Road/Lot D, Block 2, Vail Village 1"'Filing.
Applicant: Gail & Richard Siegal, represented by Morter Architects
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 5 CONDITIONS:
1 . That this approval is contingent upon the Town Council's approval of the associated
amendment to Special Development District #28.
2. That the building fascia/roof continue across the proposed dormer.
3. That the roof extend up the rake to match the dormers on the opposite site of the
building.
4. That the building element located between the proposed dormers be recessed 18
inches.
5. That the dormer material be a cement siding to match the color and pattern of the
existing siding.
5. Pearson Residence PRJ02-0014. George
Final review of remodel.
303 Gore Creek Drive, Units 2A & 2C, Vail Rowhouses/Lot 2, Block 5, VailVillage 1"
Filing.
Applicant: Vicki Pearson
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
CONSENT APPROVED WITH 2 GONDITIONS:
1. That this approval is contingent upon the Planning and Environmental Commission's
approval ofthe associated setback variance request.
2. That the applicant submit final written approval from the Vail Townhouses
Condominium Association prior to the issuance of final design review approval.
Biil
6. Dikeou residence DRB02-0056.
Final review of changes to approved plans and garage addition.
352 B Beaver Dam Circle/Lot 5, Block 3, Vail Village 3'Filing.
Applicant Panayes J. Dikeou, represented by Gwathmey Pratt Schultz
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
Allison
CONSENT APPROVED WITH 1 GONDITION:
1. That the elevations of the new dormers shall be no higher than the elevations
provided from the 5115101 approved DRB set of plans.
7. Safeway DRB02-0009. Allison
Final review of proposed exterior alterations.
2171 N. Frontage Rd. WesVLot 3, Vail das Schone Filing 3.
Applicant: Safeway Food Co., represented by Soldoff Development
MOTION: Charles Acevedo SECOND: Bill Pierce VOTE: 3-0
APPROVED
8. Feather Petroleum Properties (West Vail Phillips 66) DRB02-0051. Allison
Final review of canopy remodel, exterior refinish, new retaining wall & new sign.
2293 N. Frontage Road WesUTract A, Vail das Schone Filing 1.
Applicant Feather Petroleum Properties, represented by Stephen Richards
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
CONSENT APPROVED WITH 6 CONDITIONS:
1. That prior to submittal of a building permit, the applicant shall provide written approval
from Holy Cross regarding the grading and retainage within the easement.
2. That the applicant shall indicate on the site plan that no snow storage will occur in the
right-of-way or on the Town of Vail sidewalk.
3. That the applicant shall submit P.E. stamped drawings of the retaining walls prior to
building permit submittal.4. That the signs may not be internally illuminated. The applicant shall indicate on the
plans that no signs will be internally illuminated prior to building permit.
5. That the applicant shall revise the grading at the terminous of the retaining wall to
meet 2:1 grades.
6. That the applicant shall submit an exterior lighting plan to be reviewed by the Design
Review Board to minimize the negative effects of lighting, while providing adequate
lighting for safety.
9. Lions Square Lodge DRB02-0073. Bill
Final review of proposed exterior alterations.
660 West Lionshead Place/Lot 1 , Vail Lionshead 1't Filing 1 " Addition.
Applicant Bill Anderson
MOTION: BillPierce SECOND: Clark Brittain VOTE:3-0
TABLED UNTIL MAY 1,2002
10. Dauphinais-MoseleyDRB02-O070.
Conceptual review of new primary residence and Type I EHU.
1880 W. Gore Creek Drive/Lot 48, Vail Village West 1" Filing.
Applicant: DMC Inc.
CONCEPTUAL - NO VOTE
Allison
Staff Aoorovals
Metzger residence DRB02-0059. George
Window addition.
1'14 Willow Rd./Lot 7, Riva Ridge Chalets South
Applicant: MetzgerFamilyPartnership
Sonnenalp RealEstate DRB01-0409. Bill
Replace projecting sign with wall sign.
242E. Meadow Drive/Austria Haus, Block 5E, Vail Village 1o Filing.
Applicant Austria Haus Development Group, LLP
Gordon residence DRB02-0081. Bill
Change to approved plans.
51 85 Main Gore Drive South/Lot 18, Block 20, Vail Meadows Filing 1 .
Applicant: Kenneth Gordon Revocable Trust
Mizuppa DRB02-0068. Bill
New sign.
2171 N. Frontage Rd. WesULot 2-A, Vail das Schone 3'o Filing.
Applicant: West Vail Mall Corp.
Fresco Holdings DRB02-0086. Bill
Interior conversion of attic space; loft bedroom, bath & storage.
103 Willow Place, Edelweiss Condominiums #405/Lot 4, Bloik 6, Vail Village 6h Filing.
Applicant: Fresco Holding
Goolsbee residence DRB02-0079. George
Interior conversion.
1450 Moraine Drive/Lot 23, Dauphinais-Moseley Filing 1.
Applicant: Charles T. & Caroline Goolsbee
Gillette residence DR8020090. Judy
4'split rail fence.
1650 Lions Ridge Loop/Lot 19, Dauphinais-Moseley Filing 1.
Applicant: Kimberly & Geordie Gillett
Northwoods Condominiums DRB02-0082. Allison
Addition of columns and guardrails to existing retaining wall.
600 Vail Valley Drive/Block F2, Northwoods Condominiums.
Applicant: NorthwoodsCondominiumAssociation.
The Baggage Cheque DRB02-0091. Judy
Outdoor Display.
141 E. Meadow Drive, Crossroads/Lot P, Block 5D, Vail Village 1" Filing.
Applicant: Colleen McCarthy
Lobitz residence DRB02-0092. Judy
Re-roof.
4966 Juniper Lane/Lot 8, Block 5, Bighom sth Addition.
Applicant: Charles W. LobiE
Devaney residence DRB02-0093. Judy
Remove 1 window and replace with 3 windows.
1 1 16 Sandstone Drive, #301 , Lionsmane/Lot A5, Block A6, Lions Ridge 1"' Filing.
Applicant: Jon DeVaney
The applications and information about the proposals are avai|ab|e for public inspection during
regular office hours in the project planne/s office, located at the Town of Vail Communi$
Devefopment Department, 75 South Frontage Road. Please ce,ll 479-2138 for information.
Sign fanguage interpretation available upon request with 24 hour notification. Please call 479-
2356,Telephone for the Hearing lmpaired, for information.
N0.575 P.VL?
il,qn. e.zaaz 4t8?Pn
one year of the aPgrcYal.
DeDartmcfit of Community DeveloPment- --
?s ;'ltiiffi;;;ioad, vati, cotorado 816s7" lijl ;;b.;tlirrs'rax: s7o'47e'24s2
web; www'd'vail'co'us
General Information:
A|lprojectsrequiringdesignreviewmustfece|yea.PProvll-?riorbwbm|finga,bul|dingpermitaDDlication.Please
refer ro rhe submiftat requtreme{lrs for the partianla|' reer*;i'tft; i.q"&.. ln a-ppticatton ior Design Revlew
cannot be accepted untt art requireo informaqon is recev[ iv tt-" c;t.tt'tv Develooment D€partment' The
oroiect may also need to O"'reifewea by the T-own CounATanllii, tfre Plannin! and.Environmental @mmission'
'Design review approvat-tapses untess a bulldtng p",ilii'i]'rioi"i'aia cinscucion commence within
ApPlication for Design Review
Loca$on ofthe ProPosal: Lot;4{ne suwivisiontWL gls gctbNE FdI
zoning!
ilame(s) of owner(s):
Mailing Addl€s3:
Owncr(s) signature(s):
NEmc of ApPlir:nt:
Type of Review and Fee:
Slgns
Conceptual Revieu/
New Construction
Addition
Minor Atteratlon
(tnUlti-family/commerdal)
Minor AlGration
(si ng le-tamily/duplex)
changes to Approved Plans
Separation Request
7;'"/-v/tbs
'.tS//z
E
tr
-1
X
tr
tr
tr
$s0
No Fee
$5s0
$300
$2s0
$20
$20
No Fe€
?a
pfus g1,00 per square foot ortotal sign area' B.+( + t 6344
For construchon of a new building or demo/rebulld'
For an addition wherc square foouge is added.to.any residenflal or
ti.il,lrJ.-r'-6iirioing iiniriaeg zso additions & rnterior conversions).
Foi minor Oanges to buildings and site improvements' 9ucn as'
;#;;; ptl;i;s; window additions, landscapinE' fences and
retaining walls' etc.
roiti.'"ilil'is.t to buildinEs and site improvements' such as'
l;#; 'iliiiirlis, Gnaoui laaitons, landscapine' fences and
tffl$i:i:tbtans
arreadv approved bv Prannins RSqF#E u
Desisn Rerrew Board. MAR i I l0tl2
For Office Usq Onlyl, ,
Fee Pald; ;?l(' * -gteck No.:
NO.575 P.3/72t1AR. 8.2AA2 4rAgPM
TOI,I,NM MTNOR ETTERIOR ALTERATIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL R,EQUIREM ENTS
General Information:
This application ls reqUired for proposals involving mlnor exterior alterations and/or slte lmprovements'
Proposals to add bndscaping d'; not require DR6 approval unless they involve the addition of patios,
water features, grading, or the additlon of rctalnlng walls.
r. SUBMITTAL REQ-UTREMENTS
.8 Stamped topographic survey*, if applicable
F Stte and Grading Plan. lf applicable+
n Landscape Plan, if applicable*
t Photos or drawlngs which clearly c€nvey existing conditions*
t photos or dnwtnis whlch clearly convey the proposeO building or site altention(s)*
E Exterlor color and material samples and sPecifications'
B Ughting Plan* and Cut'shee(s) for proposed fixtures, if applicableg written approrral from a condomlnium assoclation or joint owner' if applicable
a The Adminisu"tor and/or DRB may requlre the submission of additlonal plans' drawlngs'
specificaflons, samples and other materials (including a m9_d.el) lf deemed necessary b
determine wfretfrii a pm1ect will comply wtBr Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submil three (3) copies of the naterials noted with an aslerlsh (*).
Topographic 6un ey:g Wet stamp and signature of a llcensed suryeyor
E Date of survcy
,a Nodh anow and graphic bar scaleg Scaleof 1"=1o'ot 1'-20')
F Legal description and physical address
tr Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater
than zl0ol0, and floodplain). d Ties to exisung benchmark, elther USGS landmark or sewer invert. This information rnust be
clearly stated on the survey
fl Property boundarles to the nearest hundredth (.01) of a foot accuracy, Dlstances and
bearings and a basis of bearing must be shown, Show qisting pins or monuments found
and their relationship to the established cprner,
F Show right of way and property lines; includlng bearlngs, distances and curve information.
7 Indicate all easements identlfied on the suMivlsion plat and recorded agalnst the ProPerty as
indicated in the title report. Llst any easement restristions,
A Spot Elevations at the edge of asphaltj along the street frontage of the property at twenty-
five foot lntervals (25'), and a mlnimum of one spot elevations on either side of the lot.
E Topographic conditions at two foot contour intervals
F Existing trees or groups of kees having trunks with diameters of 4" or more, as measured
from a point one foot above grade,
A Rock outcroppings and other slgnlficant natural features (large boulders, Interrnittent
streams, etc.).4 All existlng improvemenE (lnduding foundation walls, roof overhangs, building overhangs,
etc. ).o Environmental Hazards (le. rockfall, debris flow, avalanche, wedands, floodplain, soils)
Page 3 of 12102107102
NO.575 P.4/12
Ften. e. zaaz 4r A8Pil
waGrcourse setbacK, r appllcable (show centerline and edge of stream or creek in addition
to the required stream or creak setback)
Show all utility meter raa-U:on-sl-fniiiaing any...pedestals on site or in the right'of-way
adjacent to the site. eo.t fo.rlion otexist-ing uiitii, sources and Proposed service lines from
their source to the stucture. Wllties to include;
GbleW Sewer
Telephone Water
@s
Electric
r Size and tyPe of drainage culverts, swales, etc'
F AdJacent roadways l"U,iii}J JSI oi iiphalt for both sides of the roadway shown for a
minimum of 250' in elther dlrectlon from property'
site and Gratling Plan:
F Scale of 1"=20' or larger
P Property and setback lines
F Existing and ProPosed easements
d Existing and ProPosed grades
A E;i]ilg ina bro'posea
'fayout of buildings and other structures Induding decks, patlo.s, fences
and walls. Indtcate tft"'iluiJ"Uon *fttr-j aasned line and fte roof edge with a solid line'
o All proposed roof ridge lines *iin proposeO ridge.elevations. Indicate existlng and proposed
graaes sho*n unOern'eattr att root iina, This will be used to calculabe bullding height'
d F;;p;il ;rl"&ys, induOrnO percent slope-and spot elevations at the property line, garage
slab and as necessary ufong li'ti enterline of the driveway to accurately reflect grade'
d i-4 wul unneatec .bn.r.fu pan at the edge of asphalt for drlvevrays that erit the street in
an uphill direction.
F focaiions Jf.Lt utitttio induding o<isting sour€es and proposed seMce lines from sources to
the structurcs,
F Proposed surface dralnage on and off-slte.
F Location of landscaped areas.
P Location of limits of disturbance fencing
F Location ofall required parking sPaces
F Snow storage areas.
F Proposed dumpster location and detall of dumpster enclosure'
i netiining walli wlth proposed elevations at top and bottom of walls' A detailed cross€edon' and eleiation drawingi shall be provided on the plan or separate sheet' Stamped
englneering drawings are regulred for walls between 4'and 5'feet in height,
o Delineate areas to be phased and appropriate tlmlng, if applicable
Landscape Plan:
F Scale of 1" - 20'or larger
/ Landscape plan must be drawn at the same scale as the sitE plan,
itr Location of e\isting Fees, zl" diameter or larger. Indicate tr€es to remain, to be relocated' (including new locatrbn), and b be rcmoved, Large stands of trees may be shown (as
bubble) if the strand is not being affected by the proposed improvemenG and grading,
Indicate all existing ground cover and shrubs.
Debiled legend, l'rsting the bpe and size (caliper for deciduous fees, height for conifers,
gallon size for shrubs and height for foundaUon shrubs) of all the existing and proposed plant
material including ground cover.a Delineate crltlcai root zones for existing Bees in close proxlmity to slte grading and
construction,
indicate the location of all proposed plantings.
The location and type of o<isting and prcposed watering systems to be emplo)€d in caring
for plant material following lts lnstallation.
F6
F
o
Page 4 of r2lo2lo7lo2
nAR. 8.?AA? 4.Z8Pn NO.575 P.5/I2
g Exlsting and proposed contour lines. Retaining walls shall be lncluded with the top of wall' and the bottom of wall elevatlons noted.
Lighting Plan:
{ Indicate type, location and number of ftxtures'
$ Include height above grade, lumens output, luminous area
b Attach a cut sheet foreach proposed firture'
JI. REPAIITITPROPOSALS
For all proposals to repalnt existing buildings, the followlng supplemental information is required:
fl Color chip or color sample Including the manufadurer name and mlor numbe(s)
h Architectural elevation drawings which clearly indicate the location of proposed colors (ie'-
siding, stucco, wlndow trim, doors, fascia, soffiB, etc.) The following is an exarnple;
Page 5 of t2llzloToZ
nqR. A.?AA? 4"A9PY'
Buildinq Materials
Roof
Siding
Other Wall Materials
Fascia
Soffrts
Wlndows
Window Trim
Doors
Door Trim
Hand or Deck Ralls
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retainlng Walls
Exterior Ughting
Other
PROPOSED },IATERIALS
TVoe of Material
fuse e14.HD
tj Lljlgr?A - 4N <ama+/
/r,rulr-. 1'wqt**
6€tcr1z'e-o
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rf
ll
rl
rl
al2cctsao
Notes:
Please specify the manufacturer's name, the color name and number and attach a color chip'
Qq ceeAg
Ll. afiAr.c
Nrx 4
GL.e.r-(c>+Ta-xe
NO.575 P.6/1'?
Color
46|-o(fx - '.,ooofa
Page 6 of Lzllzlillz
NO.575 P.7/L?FlnR. 8.2442 AIA9PY
PROPOSED LANDSCAPING
E@lcef-Neloe Common Name Ouandhr Size
-; l.t 'tL'L
-
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Minimum Reguirements for Landscapingl Deciduous Trces - 2" Caliper
Coniferous Trees - 6'in heiqht
Shrubs - 5 Gal.
IJE SgCare Foolagg
GROUND COVER
SOD
SEED
IRRIGATiON
TYPE OF EROSION CONTROL
Ttkenau+4",oo ,4
ry 4.o i
F^e",a -
Please speciff other landscape features (i.e, retaining walls, fences, swirnming pools, etc.)
PRoPoSEDn"t ?+rlut fnroun,.r.3 J-tPr^r ?
AND SHRUBS ?;g-?tt*t-L o,&."2*cte. A .
DCSTING TREES
TO EE REMOVED
Page 7 of LLllzllloz
nAR. A.2AA? AtraPn
Project Addrers t ?21) Nacltt frc*reae Qe, [J.t*r,
epplicantt SE?lbJ, Q:atArZO< Phone Numbert 7?g'42t1
Surveyo/s wet stamp and signature
Date of survey
North anow
Proper scale (1"=10'or 1"=20')
Legal d6cription
Basis of bearlngs / Benchmark
Spot Elevations F
Label:d right of way and property linesi o,
includlng bearlngs, distances and curve /
information.
Lot Size
Buildable Area (exdudes red lrazard
avalanche, slopes greaterthan 400,6, and
floodplaln)
Landscape plan
TiUe Report (Sectlon B)
o Envlronmental Hazards (le. rockfall, debris
flow, avalanche, wetlands, floodplain, soils)o WaFrcourse setbacks (if applicable)
E Treeso Labeled easemenb (i,e. drainage, utility,
pedestrlan, eta.,,)
Topography
l.Jtility locations
Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
irom property,
A
tr
F
6t
FF
F
F
fr
F
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I.
F
o
F
o
II.
F
oF
o
Site Plan Requlrements:
Access (check all)
Driveway type and finished surface are shown on he site plan,F Unhealed q Heated (porflon in ROW in a separate zone)
Snow storage areas arc shown on the site plan witfrin properfy bdundaaes (30o/o of driviway area if
unheated; 10o/o of driveway area if heated)
All driveway gradesf dimensions, radii are dearly noted on the site plan and conform to Development
Standards, p. 11. Ste€pest Section Drlveway Grade (not the average grade):_
Parkt'ng spaces and turning radil are noted on site pdn and conforni to-Oeveiopnrent standards,
pp.12&14
Consbuctlon Site (check all)
Locatlon of all utilities and meter pits are shown on the slte plan,
Llmits of disturbance construction fencing is shown on the site plan.
I.am aware that approved Staglng and @nstruction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devlces, will be necessary prior to construction.
I am aware that a Revocable Right of way permit will be requtred prior to constsuction,
Submittal
.t/9ianped survey of pmperty
F Civil/Sfte plans
Sswev Requlrements:
Survey/Slte Plan Review Checklist
Department of Communfcy Development
75 South Fronbge Road, Vall, Colorado 81657
teli 97 0.479.2L39 faxj. 970.179.2452
web: www.d,vall.co.us
tTltis dt#ist mt$ be submittqtt pn'or b Pumlc Wortcs rcview ota popd hvelopmenL
Owners/Project Name:VItc tY+,n "t ZC
NO.575 P.lL/Lz
Pase 11 of L2/021o7102
nAR. A."6A? A"LAPil NO.575 P.t?/L?
Ui. Drainage (check all I ' I
? T. *qii,si";';v'r'jl."lr'lrlil,,]!h?##r?*as per Deveropment srandards, p. 12.o (Note: Valley pan must not be heated)tr 4 Foot @ncrete pan o g Foot @ncrete pano Po:itlve and adequate drainage is maintained at ail umes within the proGia src.: liy.tr f3ve been provided and are tabeted anct dimensioned on ttri gfe plan,u A Hyorautic report has been pmvided, (As requested by Town Engineer)
Y. _. Erosion Contml (Check all that appty)a DEturbance area is greater than one hali acre.
I l^rjq?T_t" Erosion c-ontrol plan has been professionailv engineered and pE stamped.F Less than one half acre has been disturbed. and proper efosion control devices ire shown on the site
Ptan,
V. floodplain (check ail that apply)D Thg project lies wtthin or adjacc-nt to a 1OO year Floodplain.o 10! year Floodplatn is shown on the site plan.o A Floodplain study has been prwided, (Required tf floodplain is within construcuon limits or as- requested by Town Englneer)y' fhe project does not lle withln or a jacent to a IOO year Floodplain
W. Geological/Envtronmental Hazards (check all that apply)o The Project lies wtthin a Geologt{Environmental Hazard'area. (See Development standards, p. zo)tr. A Hazard Report has been providea
/ Tht prol:ect does not rie within a Georogic/Environmentar Hazard area.
tll _enling (check ail that appty)
5 H'=,o,lry1propos.ed gra'd'dfconrours are provided on the site plan.Jd A[ otsturbed areas have been returned to a 2;1 srade,a All disturbed areas not returned-to z:i grade haG been professionally Engtneered wi$ slopeprotection andlor stabre soirs, pE stam[eo detafis are provided wrttrii pta-ns.-o only exisung contours are shown on tn! site pran, there is no proposed grading.
VIII. Parktng (check all)tr All residential and commerclal parklng spaces conform to the Development Standards, pp, 12&15,
u.
,4F
F
-Retain,ing Walls (check all that appty)
All retaining walls conform to ure'#iauros In the Deveropment standards, p. 19.All retaining uralls and combination;"G "*;;i;"Ii"n" been professionally Engineered and a pEstampcd.detail has been provided withln the pians.
- -
li;:F[H.[iioi: .no*n on rhe site ptan, with tabeted top and botrom of wal etevations and type
tr No retaining walls are required for this project,
x. Sight Distance (check ' l
I !dp". seht ddi.tiil tlX!'T#l#;o#fn ,it pran as per Deveroprnenr srandards, p.12,u Proper sight distance has not been attainecl
-e*pi.n.t
on whyi_
Additional CommenE
Please provide any additional comments that pertain to public works Review.
Page 12 of 12102/07lo1
* +* * 't* * * ** + a ** * t ** t * *+ + * * * ** * * * *** f, | *** ** * * ***'i* * * *+t ** * * * *+ * ++* +++ + | ** *1* * t +* * f + ++ * *tt *+ * * + *
TOWN OF VAIL, COLORADO Statement
r.*l** t++**aii*i+t*tt'i'tt*+t**t't+*ir+t!tf+t*x** *i*l+*f**+rt*+++++a**t*tat i*ra*++*t++l*lt* ***a***
St,aCenent Number: ROOOOO2o38 Arnount: $250.00 03/u./20O2o4:29 PM
Pal.ment Method: Check Inlt : JAR
NoEation: 4514-Rich Architectural Deeigns Inc.
Permit, Noi DRB02Oo51 Type: DRB-Minor Alt, Conn/Mu1ti
Parcel No: 210311415004
Site Address: 0 VAII
L,ocation: Phtllips 66
ToEaI Fees: 5250.00
ThiE Pa)ment: $250.00 TotsaI AL,L Pmta: $250.00
Balance: $0.00
**+* t* *t*t +* f*** + *f+lt**tri*+ ** * *** *+ * * * * * i * * * * t * + * * * rtt * * * {t f, ti t '}f,'1.+*'f * ** * flt*+**** ** * **** ***t***
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
DR OOiOOOO31122OO DESIGN REVIE|I FEES 250 .00
NAR.L4.W@? 8:sgFt'l 1!0.459 P.1./7
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3799 H|GF|WAY 82 . eO DRAWER 21sO
G{""ENWOOD SPRINGS. COLORADO 81602
(970) 945-5491 . FAX (970) 945_4081
4pri122,2002
RE: Phillips 66-Vail- Revamp
To Whom It lv{ay Concem:
A reccnt inspection ofthe above mentioned project by Holy Cross Energy personnel has revealed
a potential prpblem,
Holy Cross Enerry has an existing rxrderground three-phase primary eleokic lile located below
an existing bcrm which Phillips 6d intends to lower ttri existing grade. Holy cross Energy
requires a minimum cover of 48 inches abovo its primary electic lines. It will be phillipi-66
responsibility to pay for any relocation ofprimary electic facilities should this cover becompromised. All Holy cross Energy rules and regulations would need to be met,
Aay such relocation must take place within an easernent. Phillips 66 agees to either help secrrcor provide eascrnents wlrer€ necessary.
Should you have any questions, please call me at Z4g-430g,
Sincerelv.n -n ^\AhL&Jut}t .0tt -l
Jtig{Duulap
Holy Cross Energy
TOWN OFVITL
Department of Community Development
a
75 South Frontage Road
Vail, Colorado 81657
970-479-21i8
F/4X 970-479-2452
wwvci.vail.co.us
ry
March 26, 2002
Stephen Richards, Architect
PO Box 1114
Eagle, CO 81631
RE: Phillips 66, located at2293 N. Frontage Road West
Dear Stephen,
The Community Development Department has received your application for
improvemenls to the Phillips 66, located at 2293 N. Frontage Road West. The following
issues must be addressed to staff's satisfaction prior to final Design Review Board
approval:
'l . Please indicate all required setbacks on the site plan. In the Heavy Service zone
district, the setbacks are 20 ft. from the property line.
2. Please indicale the proposed roof ridge and eave elevations of the proposed
canopy on the site plan.
3. Please provide an exterior lighting plan, indicating the locations of all existing and
proposed lighting fixtures. lf a light is more than 15 ft. high, it must be fully cut-
off. All other exterior lights must meet the following requirement:
Source lumens < 125
Luminous area
4: Please indicate snow storage on the site plan. An area equaling 30% of the
paved area must be provided. This area must be free of obslructions (i.e.
landscaping), conliguous to the pavemenls, and within the property boundaries.
5. Please provide details of the appearance of lhe underside of the canopy,
including the proposed materials.
6. Please provide information on the existing sign, including the size and the
lighting. The combined area of the two signs cannot exceed 20 sq. ft.
7. At building permit, a revocable right-of-way permit will be required for all
improvements wilhin the right-of-way.
{p*"n"uo'^'o
oo
8. No walls are allowed over 6 ft. in height. For all walls over 4 ft. and for the tiered
walls, a P.E. stamped drawing is required. Please provide factory specifications
and information on the retaining wall.
9. Please provide utility company sign-offs for regrading at building permit.
The Design Review Board had the following comments al the conceptual review of the
Phillips 66:
. Please provide more detail on the canopy, including the underside.. Use brick instead of stucco.. There was a concern about the loss of landscaping.. Provide plantings closer to the building.. Retaining walls are too high.. Use brick on the building around the bottom.. Use wood on lop.. Opposed to 6 ft. walls to the property line as it eliminates any opportunity to put
landscaping on private property.o Too much asphalt.. Needs substantial landscaping, especially evergreen lrees.. Needs to be an aesthetic improvement, not just useful.. Provide meaningful landscaping and greenery.
The above commenls and concerns must be addressed prior to final Design Review
Board approval. Should you have any questions, please do not hesitate to conlact me at
970-479-2369.
Allison Ochs, AICP
Planner ll
Town of Vail
oo
Gotrrtlt u tt rw DeveLopMENT Rourlnc Fonu
fi Approved with conditions I Denied
oo
Statue:
I Approved
Routed To:Leonard Sandoval, PW
Date Routed:03t21toz
Routed By:Allison Ochs
Date Due:ozt18lo8
Description of work:Phillips 66 Remodel
Address:2293 N. Frontage Rd. W
Legal:Lot:TractA Block:I Subdivision:Vail Das Schone 1st
Comments:Date Reviewed:3-22-O2
Fire lssues.Need additional review by Fire
Revocable right of way permit required for landscaping, retaining wall and geotech fabric in Right
of way. At building permit stage. The Town of Vail will not be responsible for wall or fabric in
comoanv or the Town of Vail excavate right of way area.
No walls allowed over 6 ft in height, a stamped approved drawing from a license PE. is required.
also provide a drawing for a single and double tier wall. (Please provide Factory specs and
Show on site olan - snow storaoe area. within propertv boundaries
All utilitv companies must be notifed and approval issued for regrading.
LSandoval
Status:
I Apprcved
co*r?*R Deverop'ENr Rou?t Fonut
I Approved with conditions fi Denied
Routed To:Leonard Sandoval, PW
Date Routed:0a12to2
Routed Bv:Allison Ochs
Date Due:ozt't8t08
Description of work:Phillips 66 Remodel
Address:2293 N. Frontase Rd. W
Lesal:Lot: I TractA I Block: I Subdivision:VailDas Schone 1st
Comments:Date Reviewed:2-2042
Fire ent lssues. Need additional review by Fire
Show on site plan - top and bottom elevation of proposed MSE or boulder walls. Areas between
Phillips 66 and First Bank buildinq and Phillip 66 and Chamonix Rd.
Show on site plan, proposed area in which you are requesting Town of Vail approval to allow
Geotech fabric to be within the Right of Way. Keep in mind our utility maps show Holy Cross
having an electrical line in the area. The Pubic Works Department will considering approval t0
allow geotech fabric in R.O.W. but a Revocable Right of Way Permit will be required, also
Owners must be aware, In the future if the Right of way area must ever be used and geotech
fabric is damaged or removed, the Town of Vail will not be responsible for the retaining wall.
in R.O.W must also be included.
Written approval from the First Bank/7 eleven Building required before any grading or fabric
allowed in area when buildinq retaininq wall.
No walls allowed over 6 ft in height, a stamped approved drawing from a license PE. is required.
also provide a drawinq for a sinqle and double tier wall.
Provide landscaoe olan.
Show on site plan - snow storaqe area. within property boundaries
Atl must be notifed and approval issued for regrading.
LSandoval
Zoning:
/
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 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 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 De,velopment Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request: RzOO CA'ta?)/ Axt; FtLe- RA|Atl tN1
t.+l,t=- - l(c. \ tLt.L ( Ft ^( / r'H.4 3
Locationof theproposarrffi3In*fl- suuivision: y'Atu, (Db< s4zla,nc€ r+l
Physical Address:
--Parcet no.z 2101 i/4 /5ko/(Contact Eagle Co. Assessor at 97d328-8640
Name(s) of Owner(s):
Mailing Address:
Name of Applacant:
Mailing Address:
Phone:
E-maif Addre"rt [2tcU&T o. VLt.,tbf nax: 122 - az<f
$50 Plus $1.00 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 conveBions).
$250 For minor changes to buildings and site improvements, sucfi 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
Type of Review and Fee:
n Signs
2(Conceptual Review
tr New Constructiontr Addition
tr Minor Alterauon
( multi-family/commercial )
tr Minor Alteration
(si n gle-family/duplex)
D Changes to Approved Plans
tr Separation Request
c!:tvE0
i ' tli)l.
For Office Use Only:
Fee Paid:
B2/LI/2aO2 15:31 97A2458893 FFATHER FETRI]I-ELJM CO PAGE A1
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DEPARTMEI{T OF COMMTJN]TY DEVELOPMEI{TT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AIt TTMES
Permit *: B00-0241ADD/ALT COMM BUILD PERI\,ff
Status-..: ISSUED
2293 N FROMTAGE RD (VAIL Applied..: o9/L3/20002103-114-15-004 Issued. -. : 09/L9/2000
Erqri-res. . : 03/A8/200L
Phone: 970-949-1800
Phone:970-949-1800
co 80110
Occupancy: 82
Tl4pe Construction: V N
Tlpe Occupancy:
Valuat.ion:
Fireplaco Infonacion: Restriccod:
PI,ANNING DEPARTIIEIiITJRM ACIiON: APPR N/AFIRE DEPARTT4E}M
'JRM .A,ction: APPR N,/API]BI.,IC WORKS
TOWN OF VAIL
75 S. FROIiTTAGE ROADvArrr, co 81-657
970-479-2L38
Job Address r
Location. . . :
Parcel No..:Project No.:
APPLICAN:T BECK & ASSOCTATES, INC
P.O. BOX 4030, VArL, CO 81658
CONTRAETOR BECK & ASSOCIATES, INC
P.O. BOX 4030, VArL, CO 81658OI,IINER S-M PETROLEI]I.I PROPERTIES INC
333 W IAMPDEN AVE STE 5OO, ENGTEWOOD
Description:
REPAIR CANOPY OI/ER GAS PIJMPS
B2
Type V Non-Rated
FEE AI)I.'UARY
4,200
*of Gas Applianc€a !
Add Sq Ft:
*Of Ga6 ho95 !
.00
.00
*of wood/Pc11et:
Buildlng----->
Plan Chcck- -- >
Inwe6!igaElon>
will call- -- - >
5L.7S
.oo
3 -OO
R€gtuarant Plan Revier- ->
DRB Fee--------
Recreation Fee---------->
Clean-Itp Deposit-- ---- - ->
TOTAIJ FEES- - - --
Total CalculaLcd 8ce6- - - >
AddiEional P€as--------->
.oo ToEal Pertnit Pae-------->
. oo
159 .75
159 .7s.oo PayocnEa-----__
sAraNcE DttE---- .00
BUILDING DEPARTMENT Dept.: BUILDING Division:
'JRM ACTiON: APPR APPROVED Dept.: PTANNING Division:
Deots: FIRE Divisi-on:
09/L3/2000 JRrq Action: APPR N/A Dept: PI]B WORK Divisi-on:
See Page 2 of t,his Document for any conditions LhaL may apply to this permitr.
DECI,AR,ATIONS
I horcby acknof1€dg6 that I hav. r€ad bhi5 applicalion, fi1],ed out in f rcquircd, couple!€d an accuratc plot
plan, and EtaEe thaC all" the Lnfontratlon plovlded as required 1E with Ehe lnforraation and pLot lrlan,
tso comply rilh all town ordinanceB al1d stsat€ laws, and co bulld lhi6 and gqbdlvl,aion
code6, d€6ign revies approvGd, Uniforn Building code and oEh.r
REQI'E6AS FOR INSPESITONS SHATJT BE MADE T1{EMTY'FOI'R HOI'RS II{ ADTNNCE BY
S6nd C1ean-Itlr DrpoaiE Ao: SEO< AND ASSOC
Br00 Al| 5:O0
It.em:05L00
09 /L3 /2000Item: 05400
09 /L3 /2000Item:05600
09 /L3 /2000Itbm:'05500
I agree
OR, CONTRAMOR FOR HIIISELF AND O}IIIER
******************************************:t*************************************
COI{IDITIONS
Permit #: 800-024L as of O9/L9/00 StsaEus: ISSIIED
**********************************************************************tt*********
Permir T14pe: ADD/ALT COMM BUILD PERMT Applied: 09/L3/2000Applicant: BECK & ASSOCIATES, lNC Issued: 09/!9/2000
970-949-1800 To E:qrire: O3/L8/2OOL
Job Address:
Location: 2293 N FROT.IIAGE RD (VAIL 66)
Parcel No: 2103-114-L5-004
Descript,ion:
REPAIR EAIVOPY OVER GAS PUMPS
Conditions:1. FIRE DEPARTI,IENT APPROVAL IS RSQUTRED BEFORE A}IY WORK CA}T BE
STARTED.2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
r*at*****t*t*+t*tt*tlt***t*t******a***!lt**t*a*trriltilll*r:r,lr******
I\)WN OF VAIIJ, COLORADO StaEemnt
,*A**t****t*****ili!tiil:l***t*tt*l*:l+**t********a*****t***t+***t**
gtatemnt Number: REC-0678 Anount:L59.75 09/L9/OO lJ9.46
Payment Itethod: 2114 Notatlon: BECK & A.SSOC.Init : JN
Permit No: 800-0241- Type: A- COMM A.DD/AIT
Parcel Nor 2103 - 114 -15 - 004
Location: 2293 N FROlfrAGE RD (VAIL 66)
Total Feee:
Thj.s Payment 15 9 . 75 TotaL AI'IJ Pmt.s :
Balance :
COMI,I BUILD P
159.75
159.?5
.00
Amount
95.00
6L.7E
3.O0
i*t***r*+*ttt**t**tttt***tt:ltt*t*t***flllli*******:lttttt***l*iii!l
Account code Description
BP 00100003111100 BUILDING PBR!,IIT FEES
PF OO1OOOO31123OO PIJAN CIIBCK FEES
WC OO1OOOO3112SOO WILL CALL INSPEETION FEE
APPrrcArroc-L Nor BE AccEprED rF rNcoMPbEt}r#ft*
Building Permit #:
97O-479-2L49 (Inspections)
mww0vvln
Separate Permits are required for electrical.lumbing, mechanical. etc. !
75 S. Frontase Rd.
Vail, ColoraEo 81657 il,*Contad Assessorc Office at970-328-864O or
- CoMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
Parcel #
Filing: I Te+Ck'A.
Owncrc l\le.ta'
{e*iae-t\S-
ArcnitecVl)esigner:
WorkClass; New() Addition( ) Remodel( ) Repair_J\7 Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No,ft'1Work Type: Interior ( ) Exterior Dd Both ( )
Type of Bldg.: Single.family ( ) Two-family ( ) Multrfamily ( ) Commercial,,ft Restaurant ( ) Other ( )
No. of Accommodation Units in this building: _No, of Existing Dwelling Units in this building:
Wood Burninq (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) No ( )Does a Fire Alarm Exist: Yes ( ) No ( )
BUILDING: $ELECTRICAL: $
t^-..
OTHER: $ .1 d_--t.=:, -'
PLUMBING: $MECHANICAL: $TOTAL: $
REFUND CLEANUP DEPOSIT TO:
CONTRACTOR INFORMATION
General Contractor:gEK:, \+-ru\=q Town of Vail Reg. No.:
t1-1 - A
Contact and Phone #'s: q-E-ql\q -
Rgur-iBvrr|.NkE^E \e6
Contractor Signature:
******tr****rr********t(*********:t********FOR OFFICE USE ONLY--**ti*t tr***'r**-!**rrtr****************t **
Planner
F:/everyoneforms/bldgperm
Public Way Permit Fee:
RE€E1YEDbr-'r I Z Zffil
Questions? Call the Building Team at 479-2325
Department of Community Development
Project Name:
Project Address:
/ This Checklist must be completed before a Building Permit application is
acepted.
r All pages of application is complete.--:t.
Has DRB approval obtained (if required) Provide a copy of approval form
------.+-Condominium Association letter of approval attached if project is a Multi-Family complex
o 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 storaqe
allowed on roadwavs and shoulders without written aooroval
----s.. Asbestos test and results submitted if demolition is occurringx\. Architect stamp and srgnature (All Commercial and Multi family)
--.-e- Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
---q Window and door schedule
t\E=---€. Full structural plans, including design criteria (ie.loads)
\e-._. tr Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
---er. Soils Report must be submitted prior to footing inspection
-->.t Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
Applicant's Si gnature:
Date of submittal:
+
F:/everyo ne/forms/bldperm2
Received By:
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 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 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:
Project Name:
D"t", q liE-tcvo
F: everyone/forms/bld perm3
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUEfiONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
;---.
Does demolition work being performed require t\g use of the Right-of-Way, easements or
public property? YES_ NO \
NO\
YES N;\
Is a different access needed to the site other than the existing driveway?
Is any drainageqgrk being done that affects the Right-of-Way, easements,YES NO -\
YES- NN
o
D
f,
tr
tr
Is this a new residence? YES
Is any utility work needed? YES
Is the driveway being repaved?
or public property?
Is a "Revocable Right-of-Way Permif' required?YES
Is the Right-of-W<1, easements or public property to be used for staging, parking or fencing?
YES NO v
If:nswer is Nffi parking, staging or fencing plan required by Public works?
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
,'Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2798.
Contractor Signature
Job or Project Name:
Date Signed:
F:/everyone/forms/bldperm4
VE READ AND ANSWERED ALL THE ABOVE QUESNONS,
Company Name
TDWI{OF
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
> Notice sign-offs for utility companies. ALL utilities must field verifo (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
) A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
> Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
) Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to peform.
> The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
) As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
) NOTE: The above pnocess is for work in a public way ONLY. Public Way
Permits are valid only until November 15th, A new Public Way Permit is reguired
each year if work is not complete, Re-application each November 15th does not
mean an automatic renewal.
I have rcad and understand the above.
Signature
F:/everyone/forms/bldperms
Ar /
Datesisned ' '{"lA
/\
DRAINAGE AND CULVERT INSPECTIONS ARE REQUTRED By PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection, Please call Leonard Sandoval at479-2798 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
Agreed to by:
%
Print Name
Project Name:
Date Signed:
F:/everyone/forms/bldperm6
Signature
TVWNW
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC wAyS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or ctuse to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street sidewal( alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Works may notiff and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense ofthe notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 14-1 of this code.
a Notace and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shali, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 14-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7-3A.3! PARKING OBSTRUCTIilG TRAFFIC & IMPOUNDMENT AUTHORIZED
tr No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
q Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the oflicer shall require the vehicle to be removed or cEtuse it to be removed and placed in
storage in the nearest gaft€e or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Proiect:
Datesigned: q[dF=
F :/everyone/forms/bldpermT
-o
tf|e mj mueller Co., Inc.
8 Septeub€r 2OOO
llr. Andy Beck
BECK t ASS@rArEs, rNc.
PO Box 4030Vall, Colorado 8L55S
SubJect: vehicular Collision sith Roof
VAIL 66 STATION
2293 North Frontage Road WeetVail, Colorado
I
COPF
&.i,ru'
Dear Andy:
At your reguest, this office has conducted a visual inspection ofthe danage caused to the roof of the above referenced building.
The purpose of the inepection, is to deternine what damage.was doneto the structure by the vehicular impact, and what repairs arerequired to rnake the building code conforming. The following itensare to be noteds
a) EXTSTING STRUqTURE
The wood frane canopy extendE 50 feet over two islands of gaspunpe. The gable forned canopy roof (runs north/south) iEperpendicular to the naLn gable formed roof (north end of the
canopy roof). At the intersection of the roofs, the canopyroof is ov€rframed on top of the nain roof. The canopy roofis supported on 4 steel colunne. The 4 steel colunns supporttwo uood beamg above the gas pump islande. These two wood
beans support the ridge bean and the two other beams at thebottons of the canopy roof. Rafters bear upon the 3 parallel
bearns.
b) DAUAGE FROu ruPACT
The top of a tall noving van hit the roof fascia and the
Glulan 6 3/4 x 18 wood bean on the evening of 2 septenber
2OOO. The point of inpact was at the bottom of the east sideof the roof canopy between the islande of ga6 pumps. The
damage to the roof fascia appears to be cosmetic. The Glulau
bean was hit directly with a force perpendicular to the lengthof the bean. The top of the van appears to have been 5n-8r
from the top of the Glulan beam. The result is that the
botton 2/3 of the beam has been fragrnented and displaced up
cMf architectur:af and structural erqineering a p.o. box 2747 vail, colorado 81659 +76'2627 476'2637 lFf$<l
Li\+-
Page 3llr. Andy BeckI Septenber 2OOO
structure is visible ln a conpleted building. This inspection andreport do not warranty the balance of the building agalnst futurerepairs for hidden or inactLve nechanisms, or compliance with anypaet, preaent or future bullding or zoning codes.
If you have any gueetions regarding this inspectlon and report,or require additional services, please contast this office at the
phone nunber shoun on the cover sbeet.
Sincerely yours,
INC.
fri
E
s'-,
Page 2
l{r. Andy BeckI septenber 2ooo
to 4 feet to the west. The steel colunnE are plunb, and ttte
balance of the roof appears to be unaffected structurally.
The deformation of ttre Glulan bea[, and related paint
exposures, suggest that the building nay have deflected up to
L/2" \orizontally at the tine of impact. Uonitor the roof
valleys at the intersection of ttre canopy roof and the nainroof, for future water infiltratlon cauEed by the vibrationof the building at the time of impact.
c) REPAIR OPTIONS
The structural capacity of the danaged Glulam beam has been
reduced to approxinately lot of its original capacity. Theetructure in its present danaged state, is capable of
supporting the buildinEs dead load on1y. support of any liveloads (snow and/or wind) reguiree the installation of
temporary shoring. Reinforcenent of the existing bean will
be rather tabor intensive, and require that the same strength
of beam be used for reinforcement or replacernent of the
danaged beam. The existing bean is connected to the 3 support
points with bolted connections.
It is the opinion of this office, that replacement of the beamis cheaper and easier than reinforcing the beam. Remove the
soffit on the east Eide of the existing bean. Provide
temporary euptrrcrt of the rafters, and remove the existing
danaged 2 span beam. Replace with Glulan 6 3/4 x 18
(Cornbination Slmbol 24F-V8 with no camber-approximate length
52'-o'r). Bolt n€w bean to three supPorts and nail each rafterto the bean. Replace fascia and soffit. Finish and paint to
match existing conditions prior to the inpact.
In conclusion, the danage to the bulldlng caused by the vehicular
impact, appeara to linited to the point of inpact. Replace the
damaged beann and repalr the damaged fascia as previously discussed.All construction nust comply ltith the L997 Uniform Building code
as adopted by the Town of vail Building Departnent. The general
contractor is responsible for the means, nethods, technlgues,
aeguences, procedures, uorkmanshlp and job-site safety associated
with ttre project.
This inspection and report have been prepared in accordance wlth
generally accepted engineerinq practices in this area for use by
the client in determining repairs for the rnectranism described. The
conclusions and reconnendations subnitted in thls report are baEed
upon data obtained from visual inspection of the completed
building. It is to be understood that only a linited anount of
REPT 13 T
Activity:
Addness:
Locat i on:
Par.cp I :
Deseription:
Appl icant :
Own er.:
Contt'act or':
EA3 N FRT]NTAGiE RD (UAIL
et03-114-rs-Be4
REPAIR CANT]FY OUER GAS
BECH A ASSOCIATES, INC
-9:E-trETnOLEUM PR0PERTES
BECK & ASSoCIRTES, INC
TUWN 0F UAIL, CULORADo
66)
PUMF.5
INC
Use: V N
970-949-l8rAO
97ra-949- l8ergt
F,A6E 16
FIREA: JRltltd?/eAl?AAO @c^t07 REGUESTS - INStrECTN WORI{ SHEETS FoR: 9/;18,/EtD
BGO-fAe41 gle$/efi Type: A*COMM Status: ISSUED Constr': ACOM
Dcc:
Phone r
Fhone:
Phone;
Infornation.Inspect i on Reqrrest
Reqt-1ssgq.: CHUCK
Req Tine: @8 l0tl nnent 5:
Fhono 904*t3rara
Ret i on Comment sIt em e Inspected.
BLDG-F i na I
Inspeet i on Hi st ory. . . . .
Item: BOeeA FIRE DEPT. NOTIFICATION
Item: OO5lO driveway gracle finalItem: 0001O BLD6-Foot ings/Steel
Iten: OOOO BLDF-Foundat ion/Steel
Itemr Ora5eg PLRN-ILC Site trIan
Item : AEASA BLDG-FraminqItemr O'aO5A BLDG-Insulat ion
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COLOTUDO
Department of Revenue
Motor Vehicle Division
CONNIE J. HATCH
Investigator
222 S. 6th St. #203, Crand Junction, Colorado 81 501
Phone: (97O) 24a-7O11, Fax: (97O) 248-7139
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PI-ANNING AND ENVIRONMENTAL COMMISSION
November 11,1991
rNtoP\
Staft
Kristan Pritr
Mike Mollica
JillKammerer
Andy Knudtsen
Shelly Mello
Betsy Rosolack
Larry EskwiUt
Present
Chuck Crist
Diana Donovan
Ludwlg Kuz
Kathy Langenwalter
Jim Shearer
Gena Whitten
Absent
Connie Knight
The worksession was called to order by Chairperson Diana Donovan at 1:35PM.
1. A request lor a worksession to discuss a conditional use oermit to allow a seasonal
olant oroducts business in the Heaw Service Zone District.
Applicant: RichardDillino/RichardMatthcwq
Planner: Jill Kammerer
Jill Kammerer explained the request, and asked applicant Richard Matthews to respond to the
'items for discussion" from the staff's memo. Mr. Matthews distributed a portion of the survey
tor the area, and indicated the trailer would be a regular 8' x 20' sales trailer which he
currently owned, witi the purpose being to keep the sales attendant warm. The sales area
wiff be secured by a 4' high snow fer;ce. The lighting lor the area would be 100' long strings
of white "Christmas lighrs'with light bulbs every 10 feet and larger light bulbs at each tree.
Mr. Matthews explained these lights are sold by Christmas tree business wholesalers. No
more than 40 trees would be on the lot at any one time. The business would be open from
November 25 to December 24, and the hours of operation would be 1030AM-7:30PM.
l
Kathy Langenwalier asked if the lights would be turned off when lhe business was closed.
Mr. Matthews said they might possibly leave on one string of lights for security reasons.
Regarding signing for the business, the applicant proposed using a banner, which he
illustrated by showing pictures to the Commissioners. Mr. Matthews estimated he size of the
banner/sign was approximately 2 feet by 12 feet or 24 square feet. The wording for the
banner was 'Christmas Trees". Stafl informed the applicant that the maximum size the sign
could be in this zone district was 20 sq. ft. and that allowable sign size was based upon the
lineal frontage ot the business.
Chuck Crist asked if music would be played during the hours of operation. Mr. Matthews was
not sure.
Jim Shearer asked when the trailer would be removed from the site. Mr. Matthews replled it
would be taken out the day after Christmas. Jim was concerned aboul storing "junk,' (like
saw-horses or trees, which did not get sold). On site, particularly in the area behind the
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Itrailer, Mr. Matthews repeated he would only have 40 trees on the lot.
Richard indicated the trees to be sold would be attached to rebarc which had been pounded
into the ground. In response to a question from Chuck Grist, Richard indicated the banner
would be attached to the trailer.
The state requires the trailer be set back 50 feet from the North Frontage Road dght of way.
Based on the site plan, it appeared the sales trailer would be approximately 50 feet from the
road. Gena Whiften believed it looked a little light." She requested the rest of he survey be
presented. Kathy was concemed about knowing where the property line was, so that the
Commission would knor where the trailer was actually proposed lo be located and to insure
the business was located entirely on Wesl Vail Texaco property and not in the state right of
way or on adjacent property. Kathy also asked how he fence wouE be stabllized. Mr.
Matthews said it would be attached to T-posts by black ties.
Diana Donovan believed it was important that €verything be located on Mr. Matlhew's
property, and that the trailer be removed as soon after Christmas as possible. Dlana
suggested all material be removed from the site by December 26th. Mr. Matthews stated he
had no intention of leaving anything up after Christmas but he was reluctant to commifting to
removing everything lrom the site by December 26th as inclement weather could make it
impossible for him to comply with this deadline.
Jill reminded the PEC that based on Ordinance 43, Series of 1991 which willallow plant
product businesses in the Heavy Service Zone District, the slte must be cleaned with 72 hours
of the date the conditional use permit expires.
Kathy asked that the fence be kept in a straight, vertical position. She thought it would be
nice if the trailer had a red door.
2. A request for a worksession for a conditional usg oermit for an outdoor dinino oatio for
the Gallerv Buildino (Russell's Restaurant). located in the Commercial Core I zone
district, 228 Bridoe StreeUa oart ol Lot A, Block 5, Vail Villaoe First Filino.
Apolicant: Ron Rilev/D.R.R.. Inc.Planner: Mike Mollica
Mike Mollica presented the request. As this was a worksession, no staff recommendation was
given, but staff raised several issues for discussion. Applicants Ron Riley and Mike
Staughton were present for the discussion.
Ron Riley pointed out that the deck would only be used for 90 days in the summer, and did
not believe it would obstruct views on Bridge Street. He believed a summerlime
encroachment of 2'-1 1y2" was minor, slressing the lact that lower Bridge Street was 'st6rils,'
and that the dining deck would add inlerest to the area. He believed that, due to the
popularity of outdoor dining, a restaurant was almost required to have a dining area outloors.
Mr. Riley advocated the deck since othenrise there was no visual penetration into the Gallery
Building, and because of that, people could nol tell there was a resliaurant contained therein.
Ludwig Kuz was concemed aboul narrowing Bridge Street, stating it was easily one of the
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properly treat the water. He indicated the willows would not be distubed. He lhought that he
proposed building could eventually take the place of the existing shelter.
Diana Donovan asked if the proposed building could be lurther hidden. Kent said the size
could not be reduced, but it could be pushed further from the road into the willows without
disturbing more of the site. Diana visualized a large utility building with a cart path qrt into the
willows. She preferred to have a square, @ncrete building in he willows without a cart path.
Kent said the parking space could be minimized and placed to ensure no U-tum would be
needed. Diana asked about trenching across the creek. Kent said a pipeline would cross he
creek approximately 5-6 teet under the stream bed. A rock drop structure could be
incorporated into the design.
Chuck Crist asked if the roof could be flat if no overhang were built. Kent said it could.
Chuck agreed with Diana in that the cunent golf bhelter was adequate, and he would prefer to
have this structure more hidden. Gena Whitten concurred wifr this preference.
Ludwig Kuz preferred to see rock rather than wood for siding.
Jim Shearer felt it was important to minimize the pull-off area, and perhaps rather than paving,
gravel or chip and seal could be used. Kent replied gravel could be used. Jim did not
support the large overhangs. He suggested putting the building into the willows with a path.
Diana believed, if they were careful, the willows in the front of he building could be
maintained. She did not like the idea ot carts coming out onto the road, and did not want to
see the building become a golf shelter. Kent said they could talk with the Vail Recreation
District. He thought they might be willing to leave the cunent golf shelter intact.
Chuck believed adding a rock drop structure in the creek would add interest.
Kathy Langenwalter moved to approve the request for a conditional use permit to allow a well
water treatment facility in the Agricultural/Open Space zone district, generally located south of
the Vail Golf Course bridge on Vail Valley Drive, and more specifically described as follows:
To be located within 100-foot radius from a point on he right bank of Gore
Creek whence the northwest corner of Section 9, Township 5 South, Range 80
West, 6th P.M. bears North 73 degrees West, 2,080 feet.
The motion was made per statf's memo, with the following conditions of approval:
1. Change the roof to a flat roof with no overhangs;2. The pull-off parking space be minimized insize and have a gravel surface;3. A rock drop structure be placed in the creek;4. The existing willows shall be maintained wherever possible; and5. Move the building further east from the road.
Jim Shearer seconded the motion. lt was approved, 6-0.
\r
3. A reouest for a conditional use oermit to allow for fte sale of used cars. Vail 66
Service Station. 2293 N. Frontaoe Road West. oenerallv located at the noilheast
corner ol Chamonix Road and North Frontaoe Road. Tract A. Collins-Wirth
Subdivision.
Aoolicant: Garrett and B.J. Smilh
Planner: JillKammerer
Jill Kammerer presented the request. Statf recommended approval with the five conditions as
listed in staff's memo. In addition, an additional sales space had been identified by staff on
the east side ol the property on the east side of the eastem most North Frontage Road
acoess drive (see memo). Staff supported the use of this area to park cars which are for sale.
With the identification of tris space, a total of five potential for sale parking spaces have bsen
identitied.
Garrett Smith, the applicant, did not understand how landscaping and screening a dumpster
related to selling cars. Diana Donovan explained that those conditions would, in part, mitigab
additional uses and would improve lhe appearance of the site.
Garrett informed the Commission that the 'For Sale'signs which can be purchased at any
hardware store are 1 square fool in size. Garrett proposed to purchase these 1 foot square
signs and place them inside the autos to advertise the sale of the automobiles and believed
he should be allowed to have two signs. Kathy Langenwalter agreed with staff's position to
only have 2 sq. ft. of sign area per vehicle, but did not feel uncomfortable with having two 1
square foot signs. Gena Whitten agreed, but wanted to ensure the signs woub be the
standard, manulactured signs and not 'gaudy.'
The consensus of the Commission was that one for sale car could be located on the gravel
area east of the eastern Norlh Frontage Road access point.
Chuck Crist had no ditficulty with allowing two 1 square foot signs or the identified auto sales
parking areas. Regarding landscaping, he was not as concemed with landscaping behind the
building, as he was with the landscaping of the southwest comer of the site. Garrett replied
he planned to do some work on the 'island", at the southwesl @rner ol the site and at hat
time he would incorporate the screening of the existing dumpster.
Jim Shearer agreed to allowing two 1 square foot signs per car so long as both signs were not
in the same window. He asked Mr. Smith if there woub be any additional means of
identifying the cars for sale, such as balloons. Ganett replied he did not intend to us€
balloons, and did not intend to use dancing girls, either. Jim encouraged additional
landscaping. Garrett stated he would pursue the option of placing an entrance statement,
such as'Welcome to the Town of Vail'. He agreed to landscape the island and enclose the
dumpster.
Ludwig Kuz believed two signs per car was acceptable. He concuned with Jim's concerns.
Diana requested the applicant install the three 6 loot evergreen trees at lhe norlhwost comer
of the site as suggested in the staff's memo. She suggested staff work wih the applicant to
give direction for landscaping the southwest corner of he site. Kristan Pritr asked for
clarilication lrom lhe PEC as to what direction hey hought would be appropriate. Diana
believed a manicured landscaped area was appropriate. She further stated she believed any
planting should bs lower evergreens but these shrubs should be of sufficient height to 'poke
above" the snow. Ganett agreed, but suggested the bem be lowered and low shrubs which
would not hide the building. Diana emphasized the need tor additional lanGcaping in he
area between he light and the dumpster.
Chuck Crist moved to approve the request for a conditional use permit to allow lor the sale of
used cars, Vail 66 Service Station, 2293 N. Frontage Road West,.generally located at the
northeast comer of Ghamonix Road and North Frontage Road, Tract A, Collins-Wirth
Subdivision, per staff's memo, with the following changes:
The number of "For Sale'signs per vehicle would be two 1 square foot signs.
The dumpster be screened.
Landscaping of the southwest comer would be worl<ed out between the
applicant and staff.4. Three 6{oot evergreens be planted in the northwest comer.5. An auto which is for sale could be parked in the gravel area east of ths sastern
North Frontage Road a@ess point. However, the total number of cars for sale
on the site at any given time shall not exceed 4.
The motion was seconded by Gena Whitlen. During a discussion prior to the vote, the
applicant was reminded that all the vehicles must be parked on private property which he
owned, and not on the public right-of-way. The motion was approved, 6-0.
4. A request for an exterior alteration in Commercial Core lfor Vail Ski Rentals in the Hill
Buildinq, 254 Bridqe StreeVPart of Lot L. Vail Villaoe First Filino.
Aoolicant: Blanche C. HillPlanner: Shellv Mello
Shelly Mello explained the request.
Regarding the condition of approval, the applicant's repressntative, Jay Peterson, indicated
that lhere was a possibility that the requested tree could not be planted this fall. Shelly said a
letter ol credit could be issued for the tree if they chose to complete the inlill this year.
Diana Donovan asked if the ski lockers next to lhe door could be moved. Jay agreed to that
request. Diana believed an additional condition of approval should be that the ski racks under
the awning be removed.
The proposed landscaping was discussed. Joe Macy of Vail Associates was concerned with
the timing of the construction. Jay did not know il this project wguld be completed this fall, but
that it would only be a one-day job. lf the project were constructed this year, il would be
completed by the Thanksgiving holiday.
Ludwig Kuz moved to approve the request lor an exterior alteration in Commercial Core I for
Vail Ski Rentals in the Hill Building, 254 Bridge StreeUPart of Lot L, Vail Vitlage First Filing,
1.
2.
3.
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per staff's memo, with he condition that a tree be planted on the nodh side of the €ntry. f
such tree could not be completed this season, a letter ol credit would be provided. An
additional condition was that the ski lockers be removed below the canopy. Jim Shearer
seconded the motion. The vote approved the motion, 6-0.
Subsequent to fie vote, the issue of a car which is parkecl outside on the east skte of the
building, which encroaches into the vierrrr conidor, was discussed. Jay Peterson lndicated that
this issue had been discussed sincs the 'days of Diane Toughill," a previous Community
Development Department Director. He believed the issue was totally separab fiom thsHill
application, and should be discussed at a later date. Kristan Pritr suggdsted a mooting
between Jack Curtin, Mrs. Hill, Diana Donovan, Kristian and perhaps one other pannerl That
suggestion was agreed to by all parties.
Kathy Langenwalfer moved that the discussion oitne parting area be arranged by staff.
chuck crist seconded the motion. The 6-0 vote unanimously approved me moto-n.
5. A request tor a vYl!.h,eighlvanance for the Chester Residence. Lot 19. Block 1, Vail
Villaoe 1st Filinoi395 Mitt Creek Gircte.
Aoolicant: E.B. ChesterPlanner: Kristan Pritr
Kristan Pritz reviewed the request.
Diana Donovan asked the Commission it there were conoerns about the walls sunounding heparking spaces on the southwest corner. The @nsensus was those walls were acceptiabi-e.
Mr. Chester indicated that he believed it was important that all pieces fit together. He had met
with staff, and believed staff's memo was fair and, with he exception of the entry gate on the
south entrance, he had no problems with the recommendations. Mr. Chester wis very
concemed about reducing the size of fte entry gate columns, because the core of ths entry
columns was steel. Jay Peterson, applicant's representative, pointed out that, lrom the str6et,
one post measured 6 feet, whereas, on the parking side, it measured 6'-7.. He explained the
other post was 6'-10", but that was in order to match the height with the elevation 6nange.
Jay indicated the core of the entry columns also were constructed with steel beams. ln
addition, Jay indicated that the Design Review Board had required Mr. Chester to keep the
posts at 6 feet. The original plans showed a height of 618', including the cap. The finat
approved height did not get relayed to the tield. Jay stated this was also the cause of he
discrepancies in height in the back yard.
when Jay surveyed the Town, he found several posts, built during the same period, which
were over 6 feet tall. with respect to the chester projecl, fre posts were built before the final
grade was completed, and that was another cause for the excess height. Jay pointed out that
the walls on the east gate of the Town of Vail parking structure were 7 teet t6 7'-6'tall, and
asked the Commission to review this variance request from a practical point ol view. He was
also not sure that a variance was actually needed lor the entry columns.
Jay indicated Mr. Williams, the neighbor across the street, accepted the fence without any
modifications.
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MEMORANDUM
Planning and Environmental Commission
Community Development Department
DATE: November 11, 1991
SUBJECT: fA t"qorrt for a conditional use pcrmit to allow fon the sale of used can at the
LV"if b,O Scrvice Sration, 2293 N. Frontage Road West, generally located at the
northeast comcr of chamonix Road and North Frontage RoaG Tract A'
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of the lot, and allows access to the site from Chamonix Road. The other two curb cuts are
located on the south side of the lot and allow access to the site from the North Frontage
Road. The applicant proposes to locate 46aul9lMbilgs-on the ffi of the North
Frontage access points, on nis o!Y4 iropgrty. signs inside of each vehicle woukl serve
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The property is currently zoned Heavy Senice. Motor vehicle sales and services are allowed
as a conditional use in this district.
II. CRITERIA AND FINDINGS
Upon review of Section 18.60, the Community Develop:nent_Deparrnent recommends
approval of the conditional use permit based upon the following factors:
A. Consideration of Factors:
l. Relationship and impact of the use on development objectives of the
Town.
, Section 18.30.010, the Purpose section of the Heavy Service zone district reads
as follows:
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FROM:
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traffic, all uses in the heavy scrvice disrict arc subjcct to the
conditional usc permit procedure. In granting a conditional use
permit, the Planning Commission or the Town Council may
prescribe more restrictive development sundads than the
standards prescribed for the disrict in order to prcEct adjoining
uses from adverse influenccs."
Section 18.30.030(J) lists "motor vehiclc sales and services'las a
use
the provisions Conditional Usc of the code.
The requested conditional use to allow the sale of used motor vehicles is in
compliance with Sections 18.30.010 and 18.30.030(J) of the zoning code.
and air, distribution of population,
schoolg parks and recreation
facilities needs.
automotive and pedestrian safety and convenience, traffic flow and
control, access, maneuverability, and removal of snow from
street and porking areas.
Staff believes car sales will not In@-rrrl
the above-referenced criteria. Staff recomrnends 2 4 autos to be sold be
located on the west side of the North Fronhge Road entrance drives and 2
along the eastern properry line south of the car wash entrance (sec auached site
plan). As previously stated, staff does not believe parking of these autos on
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the west side of the No'rth Frontage Road entrance ways will negatively impact
traffic flow and control aocess or site maneuvcrability. Th€ rcmoval of snow
from these areas will, of course, be impacted, but to no geatcr cxtent than the
parking of autos on any other parking lot in the community.
which the proposed use is
to be located, including the scale and bulk of the proposed use in
relation to surrounding uses.
As stated in the Purpose section of the zoning code, the Heavy Service district
is intended to provide sites for automotive-o'riented uses and commercial
service uses which are not appropriate in other commercial districts. In
conjunction with the application, staff belicvcs thr r*.ning of th" "rirtitg .
dumpster, the provision of additional landscaping in the grassy area above the
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(off of the corner g), the--'mebufrwest comer o-f the site (which is a highly-visible inEGiln in the
ail), and the 2 square foot sign placed
inside the window of the auo will the appearance of
car sales so as to not ncgatively impact the
AIEA.
The minimum front setback in the Heavy Service zone disrict is 20 feet.
Under Section 18.30.140, the Parking and loading section of the Heavy
Service zone district, no required parking or loading area shall be located in a
required front setback. Staff is not considering the parking of autos for sale as
required parking. Under the conditional use permit review procedures, the PEC
has the ability to control the locations of the cars to be sold. We believe it is
acceptable to locate one vehicle on the west side of each North Frontage Road
entrance drive in the front setback. Parking the vehicles behind the front
setback, at the entrance points, would create vehicular circulation problems on
the site. The other 2 for sale parking spaces will not be within the front
setback.
Staff believes the proposed use will not alter, and is in keeping with the
existing character of the area.
6/'
1. That the poposed location of the use is in accord with thc purposcs of
the Conditional Use Permit scction of the zoning code and the purposes
of the district in which the site is locatcd.
Z. That the proposed location of the usc and the conditions under which it
would be opcrated c maintained would not bc dcuimental to the public
health, safety, or welfare o'r 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.
ilI. STAFF RECOMMENDATIONS
Staff bclieves the conditional use permit rcquest meets all of the Findings for a conditional
use permit. The sale of used autos is an auomobile-oriented use which is listed as an
allowed use (subject to the issuance of a conditional use permit) in the Heavy Service zone
disrict. Clear and safe access to the site can be maintained during auto sales activity. There
is sufficient parking on the site to mcot the zoning code parking requirements. The use will
not negativeiy alter ttre character of the area an4 in fact, should the applicant scrten the
existing dumpster and install additional plant material, staff believes the character and
appearance of the site would be improved-
( Satt believes the proposed used auto sales operation is an appropriate conditional use in this
! ^n district at this location, and recommends approval of ttre conditional use permit
I application subject to the following conditions:
i l. No more than 4 autos, which are for sale, may bc located on the property at
any grvcn ume.
fgtutos to be sold shall be parked along the^westem edge.of the.Ngnf Frontage
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Signs shall be limiied in size to 2 square fent ezz*d
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sale" signs be limited in the following manner:
nnanting a conditional use D€rmit:
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$t""t$c. All signs shall be located inside the auto.
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The existing dumpster shall be screened by a solid wood fencc''
Installation of the following plant material by the applicant:
Three Gfoot evergl€en gees off of the northwcst corner of the building
in,the grassy area retaining wall and
6-footrdd one
the
/ pl""r" note that. under Section 18.60.080 of the Town of Vail Tnning Code, this approval
I shall lapse if construction has not commenced witlrin one year of the date of PEC of the
\ conOitional use permit approval and diligently pursued to completion, or if the use for which
\ the conditional use permit is Fanted has not commenced within one year.
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TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
November 11, 1991
A request for a conditional use permit to allow for the sale of used can at thc
Vail 66 Service Station, 2293 N. Frontage Road West, generally located at the
northeast corner of Chamonix Road and North Frontage Road, Tract A,
Collins-Wirth S ubdivision.
Applicant Garrett and B.J. Smith
Planner: Jill Kammerer
I. BACKGROUND AND DESCRIPTION OF TI{E PROPOSED USE
The applicant prcposes to sell used cars at the service station. There are currently 3 curb cuts
which allow access to the service station. One of these curb cuts is located on the west side
of the lot, and allows access to the site from Chamonix Road- The other two curb cuts arre
located on the south side of the lot and allow access to the site from the North Frontage
Road. The applicant proposes to locate 4-6 automobiles, on the western side of the Nonh
Frontage Road access points, on his own Foperty. Signs inside of each vehicle would serve
as the only on-site notification of the sale of used cars.
The property is currently zoned Heavy Service. Motor vehicle sales and services are allowed
as a conditional use in this district.
II. CRI]ERIA AND FINDINGS
Upon review of Section 18.60, the Community Development Department recommends
approval of the conditional use permit based upon the following factors:
A. Consideration of Factors:
l. Relationship and impact of the use on development objectives of the
Town.
Section 18.30.010, thc Purpose section of the Heavy Service zone district reads
as follows:
"The Heavy Service zone district is intended to provide sites for
automotive-oriented uses and for commercial uses which arc not
appropriate in other commercial districts. Because of the nature
of the uses permitted and their operating characteristics,
appearance and potential for generating automotive and truck
traffic, all uses in the heavy service district are subject to the
conditional use permit procedure. in granting a conditional use
permit, the Planning Commission or the Town Council may
prescribe more restrictive development standads than the
standards prescribed for the district in order to proect adjoining
uses from adverse influences."
Section 18.30.030(I) lists "motor vehicle sales and services" as a permitted
conditional use, subject to the issuance of a conditional use permit in
accordance with the provisions of the Conditional Use section of the code.
The requested conditional use to allow the sale of used motor vehiclcs is in
compliance with Sections 18.30.010 and 18.30.030(D of the zoning code.
2. The effect of the use on light and air, distribution of population'
transportation facilities, utilities, schoolg parks and recreation
facilitieq and other public facilities needs.
Staff believes the proposed used car sales operation will not have a direct
impact on the above-referenccd facilities. The Nonh Frontage Road entrance
drives, where 2 of the 4 of the autos to be sold arc to be located, are each
approximately 35 feet in width. The Town's width requirement for an out4oor
parking space is 9 feet Even with the parking of autos to be sold along the
west side of these enuance drives, a 26-foot wide accessway will be maintained
(see attached site plan). Staff believes clear and safe access will be maintained
to this site. The proposal will not have any impact on the other above-listed
criteria.
3. Effect upon haflic with particular reference to congestion,
automotive and pedestrian safety and cunvenience, traffic flow and
control, access, maneuverability, and remoyal of snow from the
street and parking areas.
Staff believes the proposed used car sales operation will not havc an impact on
the above-referenced criteria. Staff recommends 2 of the 4 autos to be sold be
located on the west side of the North Frontage Road entrance drives and 2
along the eastern property line south of the car wash entrance (see attached site
plan). As previously stated, staff does ncr believe parking of these autos on
o
the west side of the North Frontage Road entrance ways will negatively impact
raffic flow and control access or site maneuverability. The removal of snow
from these areas will, of course, be impacted" but to no grcater extent than the
parking of autos on any other parking lot in the community.
4. Effect upon the character of the area in which the proposed use is
to be locate4 including the scale and bulk of the proposed use in
relation to surrounding usesi.
As stated in the Purpose section of the zoning code, the Heavy Service district
is intended to provide sites for automotive-oriented uses and commercial
service uses which are not appropriate in other commercial districts. In
conjunction with the application, staff believes the screening of the existing
dumpster, the provision of additional landscaping in the grassy area above the
retaining wall (off of the southwest corner of the building), the landscaping of
the southwest comer of the site (which is a highly-visible intersection in the
Town of Vail), and the limitation of signing to one, 2 square foot sign placed
inside the window of the auto will improve the appearance of the service
station and the used car sales operation so as to not negatively impact the
character of the area.
The minimum front setback in the Heavy Service zone district is 20 feet.
Under Section 18.30.140, the Parking and Loading section of the Heavy
Service zone district, no required parking or loading area shall be located in a
required front setback. Staff is not considering the parking of autos for sale as
required parking. Under the conditional use permit review procedures, the PEC
has the abiliry to control the locations of the cars to be sold. We believe it is
acceptable to locate one vehicle on the west side of each North Frontage Road
entrance drive in the front setback. Parking the vehicles behind the front
setback, at the entrance points, would create vehicular circulation problems on
the site. The other 2 for sale parking spaccs will not be within the front
setback.
Staff believes the proposed use will not alter, and is in keeping with the
existing character of the area.
B. Findines
The Plannine and Envircnmental Commission shall make the followine findines tteforc
grantins a conditional use permit:
1. That the proposed location of the use is in accord with the purposes of
the Conditional Use Permit section of the zoning codc and the purposes
of the district in which the site is located
2. That the proposed location of the use and the conditions undsr which it
would be operated or maintained would not be derimental 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.
trL STAFF RECOMMENDATIONS
Staff believes the conditional use permit request meets all of the Findings for a conditional
use permit. The sale of used autos is an automobile-oriented use which is listed as an
allowed use (subject to the issuance of a conditional use permit) in the Heavy Senrice zone
district. Clear and safe access to the site can be maintained during auto sales activity. There
is sufficient parking on the site to meet the zoning code parking rcquirements. The use will
not negatively alter the character of the area and, in fact, should the applicant screen the
existing dumpster 6d install additional plant material, staff believes the character and
appearance of the site would be improved.
Staff believes the proposed used auto sales operation is an appropriate ccnditional use in this
zone district at this location, and recommends approval of the c-nditional use permit
application subject to the following conditions:
1. No more than 4 autos, which are for sale, may be located on the property at
any given time.
2- Autos to be sold shall bc parked along the westem edge of the North Frontage
Road entrances to the site. No more than 2 autos shall be stacked at each
entrance way.
3. "For sale" signs be limited in the following mannen
a- No more than I sign shall be allowed pcr auto.
b. Signs shall be limited in size to 2 square feet
c. All signs shall be located inside the auto.
4. The existing dumpster shall be screened by a solid wood fence.
5. Installation of the following plant material by the applicant:
a- Three Gfoot evergreen trees off of the northwest comef, of the building
in the grassy area between the retaining wall and Chamonix Road.
b. One 6-foot and one 8-foot evergreen at the southwest comer of the site.
c. Removal of weeds and resceding of the southwest comer of the site
with native grasses and flower seeds.
Please note that, under Section 18.60.080 of the Town of Vail Tnning Codc, this approval
shall lapse if construction has not commenced within one year of the date of PEC of the
conditional use permit approval and diligently pursued to completion, or if the use for which
the conditional use permit is granted has not commenced within one year.
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VAIL 66
Garrett Smith':tt3 N. Fr,:ntaqe Rd.,tlest
Vai1, t:O. 81657
O*tc,ber 1O, 1'39 1
f:c'mmun i t y DeveI':rpment Dep.rrtment
Tc,wn nf VaiI
75 S. Fr r:irrt age Fid . l,Jest
Vail, f,O €11657
T{, wh,}tn i t may rj ':'nt: er n:
Va i ] F,6 pr '::rp{'Ei€rs t a sel I ltgsd ,: ar s putt t
velricle.
The selling *f urged carF wr:urld furlf il
welI a:i generate additional sales tax.
In nc, way w,:t-t1d thi:: butsirreg:; effect I
pr,purl at ic,rr, transpnrtat inn f ac i I it iest
recreat ic,n f ar i I it ies. and *ther pltbL ic
Th is bu:;ins"sg wr:Lrl d nnt ef f ect the traf
and pedestr ian safety and convenienr-e.
af,{ei3s, maneLrverab i1 ity, .and ren,:va1 ,:f
ing f ':ir sa1 e *igrrs itr each
1 a need in the area, a!;
iqht r air, distr ibltt i,rn r,f
r-rt i I ities, *;,:fi,:,:1r;r Parlisrfacilitieg.
fic c,:nge:..tiant altt,:mc,t ive
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par k i n-e ar eas.
This busine::s wil L rr,:t ef f ect the character ,:'f the area ag it 1s
with in keep ing with thes trrmrner': iaI urge ,:' l the arElrl.
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NOTICE lS HEREBY GTVEN that the Planning and Environmental commission of the Town ol
Vail will hold a pubtic hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town ot Vail on Novemder 11, 1991 at 2:00 p.m. in the Town of Vail Municipal Building.
Consideration of:
1. A request to amend section 18.52, Otf-street Parking and Loading, of he T_own's
zoning ordinance to allow car rental businesses to lease parking spaces in the
Commercial Core lll zone district.
Applicant: Peter Jacobs of DaYs Inn
Planner: Andy Knudtsen
Z. A request for a conditional use permit to allow a well water treatment facility in_the
Agricultural/open space zone d'istrict, generally located southof.the VailGolf course
OrlOge on Suriburst Drive, and more spec1icalry described as follows:
To be located within 100-foot radius from a point on tre right bank ol Gore Greek
whence the northwest corner of Section 9, Township 5 South, Range 80 West' 6th
P.M. bears North 73 degrees West,2'080 feet.
Applicant: Vail Valley Consolidated Water District
Planner: Mike Mollica
3. A request to amend Chapter 18.62 - Variances, and Chapter 18.60 - Conditional Use
permits ol the Town of Vail zoning code relating to notification of adjacent property
owners.
Applicant: Town of Vail
Planner: Jill Kammerer
4. A request for a conditional use permit to allow for the sale of used cars' 2293 N.
Front,age Road WesVgenerally iocated at the Vail 66 service stration, at the northeast
corner-of chamonix R-oad and North Frontage Road, Tract A, collins-wirth
Subdivision.
Applicant: Garrett and B.J. Smith
Planner: Jill Kammerer
5. A request for an exterior alteration in Commercial Core I for Vail Ski Rentals in the Hill
Building, 254 Bridge StreeVPart of Lot L, Vail Village First Filing'
Applicant: Blanche C. Hill
Planner: ShellY Mello
6. A request for a conditional use permit lor an outdoor dining patio for the Gallery
Building (Russell's Restaurant), located in the Commercial Core lzone district' 228
Bridge StreeVa part of Lot A, Block 5, Vail Village First Filing'
Applicant: Ron RileY/D.R.R., Inc.
Planner: Mike Mollica
7. Review of Town of Vail Zoning Code Phase I Report. The document summarizes
proposed changes, alternative solutions, and a recommended amendment.
Applicant: Town ol Vail
Planner: Kristan Pritz
g. Any items tabled from the October 28, 1991 Planning and Environmental Commission
meeting.
Z J{-?/a&
-
tnformaton on rre [$;ems ls availabte al fie Gommunlty t*t"* office ln f,d vOl
/ \
lvt.rnidpal Building during regula oflice houa.
TOWN OF VAIL
COMMUNIW DEVELOPMENT
Published in the VallTrail on October 25, 1991.
wostvallTsxaco
2313 N. Frcnlage Road
Vall, CO 81657
7-Elevon
*il:,ixil*"
vall, CO 81657
CNL Income Fund *2, Ltd.
G?L,,,0'
Grand Jurclbn, co 81502
2271N. Froril46 Road 400 E. Sodh Street
Vaili CO 81657 Sulle 500
Orlando, FL 32801
vAIr_- 66
tliarr ett Smith':':9:l N. Frr:ntagte Rd. 't^lestVail, L:0. 81657
Oc t ,:b er I (-t r 1 ':1':t f
rl:*mrnurrr i t y Devel6'pment lJeparrtrrerrt
Tnwn nf Vail
75 $. f:r r:nt aSte Fl:d, hjei;t
Vail, r:o 81G57
Tr' whnm i t may ': ':'n{ er n I
Hnr 1r,::r-rrJ ig a l igt c,f ;r11 ther hiut:iinesr:egi s-1Ltrr *t-tncl j.rig t:he Vatil 66
5t at i,:'tr .
l,le slt Va i I Te:,; ar ,:
':*:1iJ N" Fr,::nt ags f;ld. hr*|it
Vail, f:O Eilt':i./
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t::7 1 N. F r,:,ntaqe F:d. l.legt
VaiI
Days I nrr At Va i ]?;:11 N. Frr'ntage f4c1 . t^ler',t
V"ril
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.7'o tgnoer 1 41991
Date
Date
APPLICATION FOR CONDITIONAL USE
This procedure is required for any project
use permit.
The application will not be accepted until
A. NAME OF APPLICANT
or PEC n""t:ns il frt f? t
PERl4lT ,7'^(v
of Appljcation
l.requlred to obtain a conditional
al'l informatlon ls submltted.
ADDREilS 22? 3 lV. Fra*tur, tJ. Ue#
f tast puone 174- 73 ? ?
B.NAME OF APPLICANT'S
ADDREss f o '
REPRESENTATIVE
8t r 471
PHSNE ?/?-Year
C. NAME OF OI.INER(S) (print or typr!; G"ret| o''a 9'f,' {n"*t-
0!{NER(S)' STGNATURE (S)
l7FADDRESs IE@.
//ortt, Earl urt*.0 A'AoA//A M IrtA'S|*&
D. LocATIoN 0F PROPOSAL: LEGAL: L0T-.IBL0CK-FILINq
pno\E ?tr'lzu
a/t
r/", / &t-f,Jtt</-
ADDRESS zzg3 N. Ftwtan fLl tt/t
E. FEE $zoo pnoJyly'/bt cK iJui BY-tLLLeg //4('
THE FEE MUST BE PAID BEFORE THE DEPARTI'IENT OF COIiIMUNITY DEVELOPI'IENT I'IILL
ACCEPT YOUR PROPOSAL.
\
t F. A list of the names of owners of all property adiacent to the subiect property/ inciuorne Fiiopsnii aiHIND AND AcRoss lrni:rrs, and thelr_mq!1!!9_a91l9::9s.
THE AppLrcAni wirr sE REspoltsrBLE FoR coRREct otlNERs AND cORREOT ADDRESSES.
II. PRE-APPLICATION CONFERENCE:
A PRE.APPLICATION CONFERENCE }IITH A PLANNING STAFF MEMBER IS STRONGLY SUGGESTED
io oErgnr,linE rr-nni-AooiiioHnr-IHFoRMATroN ts I{EEDED. t{0 APPLICATI0N !lLL-
BE AccEpTED uNLE'i's'Ir-ii'coiiFLrie (rujt ittcluoe ALI ITEMs REQUIRED BY-THE-Z0NING
ioulHisrnnion).--ir-rs-iuiapplrcnNi's REspoNsIq!lII Io_MAKE AN APPoTNTMENTtilr iHi jrnrF ro-i1lo oiji neo[i ADDiTIoNAL SUBMITTAL REQUIREMENTS.
PLEASE NOTE THAT A COMPLETE APPLICATION l.lILL STREA''ILINE THE APPROVAL-PROCESS
FoR youR pRoJEci iiv=ffiEmri'ib'iiE' lrumerii-oF coNDITIoNS 0F APPRovAL THAT THE
prc r,rni sTlpuLAiE: Att aoNDiTroNs oF AFpnovm MUsr BE coMPLIED ttlTH BEFORE A
BUILDING PERI'IIT IS ISSUED.
,/
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aj "-
r S -t /;:q.-t
lr {\
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(ovenl
Conditional'
. rj1it
use fit -z--'!( \
III. Four (4) copies of the following information:
A. A description of the precise.nature of the proposed use and its
ooeratinb characterisiics and measures proposed to make the use
cbmpatible with other properties ln the vicinity.
The description must also address:
l. Relationship and lmpact of the use on deve'lop'rnent objectives
- of the Town.
2. Effect of the use on light and air, distribution of population'
transportation facil ities, utl'l ities, school s'. Pqrkg and recreation
faci'lities, and other public faci'lities and public facil'lties needs.
3. Effect upon traffic, wlth particu'lar reference to congestion'
automotive and pedestrian safety and convenience, traffic flow
and control , actess' maneuverability' and removal of snow from
the streets and Parking area.
4. Effect upon the character of the area in which the Pryposed
use is tb be located, including the scale and bulk of the proposed
use in relation to surrounding uses.
B. A site plan at a scale of at least lrr = 20' showing proposed development
of the !ite, including topography' build'ing locations' parking
traffic circulation, useable open spacer 'landscaped areas and uti'lities
and drainage features.
C. Preliminary building elevations and floor plans.
D. A title report to verify ownership and easements.
E. If the building is condominiumized, a letter from the condominium
association in-support of the proposal must be submitted to staff.
F. Any additiona] inaterial necessary for the review of the application
as determined by the zoning administrator.
* For interior modification, an improvement survey and slte p] an
nay be omitted bY the aPPlicant.
IV. Time Requirdnents
The planning and Environmental Commission meets on the 2nd and 4th Mondays
of each mon[h. A comp'lete appl'ication form and a'11 accompanying material
(as described above) must be submitted a minimum of 4 weeks prior to the
date of the PEC Pubiic Hearing. No incomplete applications (as detennined
by the zoning administrator) will be accepted by the planning staff before
oi after the-designated submltta'l date.
,G
If thls application requires a separate review by any IocaI, State or
Federal agency other than the town of Vall, the application fee shalf be
increased by 5200.00. Examples of such review, may include, but are note
Linited to: Colorado Department of lllghway Access Permits, Army Corps of
Engj-neers 404, etc.
The applicant shall be responslble for paying any publishing fees which
are in excess of 50* of the application fee. If, at the applicant's
request, any matter is postponed fo! hearing. causing the matter to be
re-publlshed, then' the entire fee for such re-publication shall be paid
by the applicant.
Applications deemed by the Community Development Department to have
significant design, Iand use or other issues which may have a significant
impact on the comnunity may reguJ-re review by consultants other than tohtn
staff. Should a determination be made by the town staff that an outside
consultant is needed to revj.ew any appfication, the Corununity Development
may hire an outside consultant, it shall- estimate the amount of money
ne-essary to pay him or her and this amount sha1l be forwarded to the
Town by the applicant at the time he files his application with the
Cornmunity Development Department. UPon comPletion of the review of the
application by the consultantr anY of the funds forwarded by the
appticant for payment of the consultant which have not been paid to the
consultant shall- be returned to the aPplicant. Expenses incurred by the
Town in excess of the amount forwarded by the applicant shall be paid to
the Town by the applicant within 30 days of notification by the Town.
TOWN OF VAIL
DEPARTMET{T OF COMMI,]NITY DEVELOPMENT
SA[ES ACTION FORM
DAE:
::;i:i
i:!i:
:'.::
:i:,.
i:,::i
0l m0041330 COM. DEV. APPLICATION FEES
0100m41540 ZONING AND ADDRESS MAPS $5.00
010m042415 T'NIFORM BTJILDING CODE $50.00
01000042415 I'NIFORM PLI'MBING CODE $36.00
0l 0000 42415 I,NIFORM MECHAMCAL CODE $32.m
0l 0000 4zl5 IJNIFORMFIRECODE $36.00
il
::
0l 0000 42415 NATIONAL ELECTRICAL CODE $30.00
0l 0@0 42415 OTHERCODEBOOKS
0r 00004154E BLLJEPRINTS 0vm-ARS)s7.00
0l 0000 42412 )GROX COPIES /STI'DIES $0.25
0l 0000 42371 PENALTY FEES / RE.INSPECTIONS
0rm0o42322 OFF HOTJRS INSPECTION FEES
0l 000041412 CONTRACTORS LICENSES FEES
0r 0000 41330 OTHERFEES
010000414t3 SIGN APPLICATION FEE $20.00
0r 0000
)-oo- *
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C-''t:t -,{.'f , ov-,.1 L "zt ,f'.r't-<,,,'l'+^, t'
L^)o-t L,all C(
o Artl
PLATH CONSTRUCTION
DRAWER 5920 | AVON CO 8t620
PLATH CONSTRUCTION
DRAWER 5920, AVON CO 81620
L=Iffi-nTRO_r,..glageRopERal-E-q-F;I![ct
PO BOX 1540, EAGLE CO 81631
ON JOBSITE AT ALL TIMES
Status...: APPROVED
applied. , | 03/22/1995
Issued...z 03/23/L995Expires..: 09/t9/L995
Phone: 3039491905
Phone: 3039491905
f Vuot U^
\ Fiti1i '
Vo.il b
NOTE: THIS PE
Job Address:Location.... 2293 N. FRONTAGE RD
Parcel No..:
TOWN OF VAIL
75 South Frontage Road
Vail, Colorado 81657
303-479-2 I 3 8 / 479-2 I 39
FAX 303-479-2452
APPLICANT
CONTRACTOR
OWNER
Description:
.REROOF
Occupancy:
Tlrlpe Construction:
Type Occupancy:
Valuation:
Fi reptace Information: Restri cted:
Bui tding----)
Ptan check--->
Invisti gation>
lli LL Ca l,l,---->
Item:05100
03 /22 /t995Itbm:'05400
03 /22 /Le95It'em:'05600
4
"4 '/z ul 4 Ezos
3-u-?9 /,i/4*
82 82V 1-HR Type v 1-Hour82 Not in table!
6 ,987
fof Gas Apptiances:
Add sq Ft:
#Of Gas Logs:
.0O Additional Fees------->.00 Total Pernit Fee-------->100.m Payments-------
292.75 BALANCE DUE----
fof $ood/Pat tet:
ffiffifi*fr***rrffirrt*ffitr#(******ffi*ffi***ffi* FEE SUlltlARY ***fi**f*ff*i**'**ffr*#r*f***tf**rnti*trt rfi**}*t***rt*,rlnffi
.00 Total Catcutated Fees---> 292.75115 .00 Restuarant Ptan Revi eH-->74.75 DRB Fee--------.00 Recreat ion Fee---------->3.m Ctean-Up Deposit------->
TOTAL FEES-----
.00
292.75
.00
292.75
*t*fr**Jr*tt*fir*t**tnHnt**tffitrff**tr*****f***,Hr:t*fcH*rtt*ffiffi****tffiffi**ffi*riffi#ffitr*
BUILDING DEPARTMENTDAN Action: APPR
PLANNING DEPARTMENTDAN Act,ion: APPRFIRE DEPARTMENTDAN AcLion: APPRPUBLIC WORKSDAN AcLion: APPR
ENVIRONMENTAL HEALTHDAN Action: APPRDAN Action; APPR
LIQUORDAN AcLion; APPR
Dept:
Dept:
Dept:
Dept:
Dept:
Dept:
BUILDING Division:
PLANNING Division:
FIRE Division:
PUB woRK Division:
HEALTH Division:
CTERK Division:
Itbm:'05700
03 /22 /L99503'/22'/1995It'ern:'0590003/22/Lees
,rffift***rrffitffirnrtirdffii***t#rrrt**r*ffi*ffit**i'Hlr**#*********ffilt ***ffi*irt.*.f**t|ti******|htff***f,}**
see Page 2 of this Document for any conditions that nay apply to this permit.
DECLARATIONS
I hercby acknovtedge that I have read this apptication, fitted out in futL the infornation requircd, compteted an accurate Ptot
pl,an, and stltc that att thc infornation provided as requi red i3 corrcct. I agree to cornpty vith thc information and Ptot Ptan,to compty with al,l, Town ordinances and state [aus, and to buiLd this structure according to the Toun's:oning and subdivision
Deparnnent of Comnunity Developnent
codes, design reviev approved, Uniforn BuiLding Code and other ordi nancej--of*thl Toun appticabtc thefeto.
REouEsrs foR tt{spEcrloNs SHALL BE nADE T[rEr{Ty-FouR HouRs rN lovlHce.ef ieLe r*n/or 47g-zi3| on fr oun orr----< t I
send Ctean-Up oeposit To: PLATH CONST
I t .r t tVO*t | @@
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
303-479-2 I 38 / 479-2 I 3 9
FAX 303-479-2452
OWNER
APPLICANT PLATH CONSTRUCTION
DRAWER 5920 | AVON CO 81620
CONTRACTOR PLATH CONSTRUCTION
DRAWER 5920, AVON CO 81620ffimoll. RopERTi*qgr;J.Nqt
PO BOX L54O ' EAGL.,E CO 81631
Job Address:
Location...t 2293 N. FRONTAGE RD
Parcel No..:
Status...: APPRoVEDapplied..: 03/22/L99sIssued...: 03/23/L995Expires..: 09/t9/!995
Phone: 3039491905
Phone: 3039491905
fof uoodifPa ttet:
.o0
292.75
.00
292.75
Description:
REROOF
Occupancy: 82
Type Construction: V 1-HR
Type Occupancy: 82
VaLuation:
Fi reptace InforDation: Restri cted:
6,987
,Of Ges App liances:
B2
Type v l-Hour
Not in tabLe!
Bui Lding----->
Ptan Check---)
Inv.sti gation>
lli l. L cat l.----)
Restuarant P lan Revi ew-->
DRB Fee---------
115 .00
74.75.00 Recreation FeF-------->3.00 Ctean-up Deposi t------->
TOTAL FEES-----
Item:05100
03 /22 /7995It'em:' 05400
03 /22 /L995Itbm:'05500
03 /22 /7995Itbm:'05500
03 /22 /L9e5Itbm:'05700
03 /22 /L99s03'/22'/L995It'en:'0590003/22 /Lees
Dept: BUILDING Division:
Dept: PLANNfNG Division:
Dept: FIRE Divis j-on:
Dept: PUB WORK Divieion:
Dept: HEALTH Division:
DeDt: CLERK Division:
codes, des'ign reviev approved, Uniform BuiLding Code and other ordi nanceg-of--th1 Toun appticabl,e thepcto.
REauEsrs FoR rnspEcrroNs sHALL BE rADE Tr.,ENry-FouR HouRs rN ADvAr{cE,.By rcy/n 419-2138 on fr oun orl
,ta>ur--, /t ) q)-n,
Deparnnent of Communiry Development
;/2 *'r't'f:i{/r*
Add sq Ft:
fof Gas Logs:
.00 Additional. Fees--------->
.00 Total Pefnit Fee-------)100.m Paynents-------
292.75 BALANCE DUE---_
tnlt***r**tr**f,**!ffiffi(*ffiffi**riffi***H**tri******fi FEE SUlll'tARY *ff******H*ffi*rr**r*tr$#rffitr**ff*ffiffi*tnffiffi(
,00 Total Catcutated Fees---> 292.75
****ffi*,r*fiffi*#c*r****Hrffrrrt**ffi****#ff**fiJflffir**ffrro#r*i#*#ffffi**#*lr$!ffi*li*'r*lr*Jrffilrlit*lhtltffiffi
BUII.,,DING DEPARTMENTDAN Action: APPR
PTANNING DEPARTMENTDAN AcIion: APPRFTRE DEPARTMENTDAN AcIi.on: APPRPUBLIC WORKSDAN AcTion: APPR
ENVIRONMENTAL HEALTHDAN Action: APPRDAN Action: APPR
LIOUORDAN- Act,ion: APPR
*ffi*ffi***t****ffif,ld**f,*t*ffiffi:t#*********ffi*f*t******:t*t*ttrf**rr*ffi*-nffi**.ttrt***t
See Page 2 of this Document for any conditions that may apply to this pernit.
OECLARATIONS
I hereby ackmul,cdge that I have read this apptication, fiLted out in futt the information rcquired, corpteted an accuratc P[ot
ptan, and statc that atl the information provided as required is correct. I agrcc to cornply with the infornation 6nd Ptot P[an,
to compty yith aLt Tolrn ordinances and state taus, and to buil,d this structune according to the Tol,n's zoning and subdivision
Send Ctean-Up Dcposit To: PLATH CoNST
FRoil 8:00 A 5:q, P[
-479-2452
I€gaI llescrlptLorE Loq Block_ ftttns . suBprL
Osner8 NAna:
Archltecti
General Deeerlptlon:
llork Clarrr [ ]-New I l-Alteratton I
Nurber of Inrelllng Unltai
. lQrurber ana Type of Fl.replaces: Gas lppllances- Gas lpgs- I|ood/Pellet-
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FEoneral Contractor: P\<llt"-, Cla-'"tdn',FT--a,'.-) Town of Vall Reg.^ Nq'JAJ-p-
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October 3,1994 Page 2 of 3
Roofing Specification for the Phillips 66/ Vall
North Facing Roof Only
TEAR OFF / MISCELI,ANEOUS:
I Tear off existing roofing (on north side of bulldlng only) and remove all debris from the
site. Plath Construction will keep the jobsite as clean as possible and practical during the
construction, atrd a thorough cleaning of Plath's work areas will be performed upon
completion. Plath Construction will take all reasonable precautions to protect the interior
of the building from water and weather. However, Plath Construction shall not be held
liable for any interior damage sustained from leaks caused by sudden and/or unforseen
storms that occur during the tear off phase of this work.
2l Inspect the plywood for water damage, and replace as needed,** This work, if required, will be an additional charge over and above the contract price,
and will be charged at the rate of $ 225 per square foot. No additional charges will be
incurred without prior notification of, and authorization from, the owner or owner's
agent.*r'
3l Plath construction will provide all insurance and permits required by the Town of Vail
Building Department.
DRY.IN/ CEDAR SIIAKES/ FI"ASHING:
ll Instail 'Jiffy-Seal'Ice and Water Guard by'Protecto Wrap'over entire pitched roof area,
according to manufacturer's specifications. Extend membrane up walls a minimum of 8"
at roof-to-wall junctures. Use mastic as needed.
2l Install #1 medium cedar shakes with laced 18" felt with each course. Use starter and hip-
and-ridge shingles as needed.
3l Install 26 gauge, prefinished flashings as needed, including valley, step, and endwall
flashing. Drip edge flashing is not included in the base bid. Please see option #1 for
pricing on this item. Flashing color to be setected by the owners representative from the
manufacturers standard color chart.
Price for work as specified above:$ 6,987.00
GEI\ERAL NOTES:
1l Please be advised that materials for this proposal have been bid at current market prices.
Due to volatility of the market, material prices cannot be guaranteed past 30 dap.
2l Ice and snow removal, daily covering and uncovering the roof deck with plastic, and
drying out the roof deck, if necessary, will be Bn extra charge over and above the contract
price and will be charged extra at the rate of $ 30.00 per man hour. Materials (plastic,
propane, etc) will be charged extra at Plath's cost.
3l Priming may be required for Jiffy Seal, depending on site conditions and outside
temperatures during application. If priming is required, this work will be charged extra at
the rate of $ 1350 per 100 square feet. Total price not to exceed $ 230.00.
o'
Page 3 of 3
4l Winter work is not figured in this proposal. If roofing work falls between November lst
and April 15, additional charges may apply to cover our added expenses for working under
adverse winter conditions. Any such charges shall not exceed $ 305.00 and is in addition
to any snow removal and priming charges that may apply.
5! Plath Construction carries property damage liability insurance in the amount of
$2,000,000.00 per occurrence. Plath Construction carries auto insurance in the amount of
$1,000,000.00. Plath Construction carries appropriate Workman's Compensation insurance
through Colorado State Compensation.
6l Upon receipt of the contract price, Plath Construction will issue a warranty certificate
guaranteeing roofing against leaks due to flaws in workmanship for a period of one year
from the date of roofing completion. Leaks qualifying under the terms of said warranty will
be repaired promptly at no cost to the owner. This warranty does not cover any subsequent
interior damage that may occur.
OPTIONS:
lJ Install prefinished drip edge at eaves and rakes.
Prlce for option #2: Add
Al Eave drip edge: $ 126.00
Bl Rake drlp edge: $ 111.00
* * * * * * * * * i* * * * * * * * * * * * * * * * * * *Q * * * * * * * * * * * * * * * * * * * *.... t;;;;
TOWN oF VAIL, coLoRADo k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *Tkmft*Xtfr ::;;I ;. ily:i:. : : : :
".. ;;;..;;. ili'o 1 n u 0 e : 1 0
rr^+1.^zr . cr( Notation: 15208 rhit: tT
permt No: 895-0051 'yp"'-o--on^
eoo/nr-'r col4}'I Burr'D P
Locati-on ' ZZSS N' FRONTAGE RDTotal Fees: 292"15
rhi6 Pavment 2s2'75 rot''i"i'iitil!:; "'"ZZ
***************************************i************************
Account Code DescriPtion Amount
01 oooo 41310 gurlorile piwrt psns 115'00
01 oooo 4t332 Pr.,aN cHecK FEES 74'75
01 0o0o 22002 crsar'rup DEPosrrs to3:33
01 OOOO 41336 WILL CAIL INSPECTION FEE
,..'i'". . ', , ';* /
PERMIT NUMBER OF,PROJECT
I
INSPECTION REQUEST
TOWN OF VAIL
479-2138
- /7aDATE
READY FOR
LOCATION:
INSPECTION:
4
JOB NAME
MON
CALLER
TUES WED *run (ga1__,
PLUMEING:
tr FOUNDATION / STEEL
D UNDEBGROUND
O ROUGH / D.W.V.
tr ROUGH / WATERO FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL
o_
tr
frrrunl tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
T] ROUGH D EXHAUST HOODS
tr CONDUIT
tr_
tr SUPPLY AIR
n
tr FINAL -tr FINAL
lpwr""o!ORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR