HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 2 LOT 50 LEGALlLrz.W[t7* l,t ul'€,t *
lot Ao
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Design Review Board
ACTION FORM
Deparfnent of Gommunity Devdopment
75 Sorrth Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 tax: 970.479.2452
web: www,ci.vail,co.us
Pmject Namer BARTLETT ADDmON DRB Number: DR8050277
Prcject DescripUon:
FINAL APPROVAL FOR AN INTERIOR CONVERSION- D(CAVATE CMWLSPACE FOR ADDMONAL
BEDROOM AND STOMGE
Pafticipants:
owNER BARTLETT, C!-TRISTOPHER RAYMON06/15/2005
DONNA LYNN
1OO MARI.AND RD S
COLOMDO SPRINGS
co 80906
APPUCANT NEW MILLENIUM CIRPENTRY &n06/16/2005 Phone: 970-390-9951
PO BOX 3362
VAIL
co 816s8
License: 57.1-8
CONTRACTOR NEW MILLENIUM CARPENTRY & TI06/16i2005 Phone: 970-390-99s1
PO BOX 3352
VAIL
co 81658
License: 674-8
Profect Address: 1886 GORE CREEK DR VAIL Location:
1886 W, GORE CREEK DR
Legal Description: Lot: 50 Block Subdivision: VAIL VILLAGE WEST RL 2
Parcelt{umber: 2103-123{702-0
Comments: See C,onditions
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:
vote: Date of Approvalz 0612il2005
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days follorving the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toruard completion.
Cond: CON0007252
The applicant shall install a limits of disturbance fence and run-off fence to
protect all exisitng trees and catch all silt run-off in the event of a stom around
all areas to be disturbed.
Cond: CON0007253
The applicant shall return all disturbed areas to a 2:1 slope or less and revegitate
the areas prior to requesting a ceftificate ofoccupancy.
Cond: CON0007254
The applicant shall install exterior windows and doors in the new space which match
the existing windows and doors on the structure.
Planner: Warren Campbell DRB Fee Paid: $3OO.0O
Datc:A-2q4
Lcgal dcscription: Lot
Addrcss
Orncr
Arch itcrt
Zonc disrict
Lot sizc
Hcigbt
Sctbacks
l-andscaping
Rctaining Wall Heights
Parki ng
Caragc Crcdit
Drivcrvay
Block
ZONE CHECK
Pbonc
Phonc
Buildablc
Allorvcd Existinq . Proposcd
rorarG*uA ALP- - HJ\T =!060 ?t//2 * 5954 =
Prinrary CRFA .-__ + (a25) (675) =.-
Scondary GR-FA .+ (.12j) (67j+)
Total
h21
Rcmaining
tg3v iqt wlJbeqhrql
d,eAucf,at
+ 6'15 = 425 crcdit plus 250 addition
Docs this rcqucst involvc a 250 Addition? t I o __
Horv much of tbc allorvcd 2j0 Addition is uscd wirh *rr.Ou.or_JUO4C
sitccor.cragc IEIL/V
oow
Front i.
Sidcs
Rcar
33 33
20'
.J 5'
l5'
ae,5'rb,naF:
@{t
3'/ 6'
3
ALJ
-'_
or.
Complics rvith TOV Lighring Ordinancc
Arc finishcd gradcs lcss tlan 2:l (50%)
Environrncnhl;tlazards
Prc\,ious condidons of approval (cbcck propcrty filc);
ls thc propcrfy non-conforming? Dcscribc:
h r*,^*.T,
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si+e u,tty *"t 5r*J on6-n)
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Encloscd
ivlinimum aE-\1noq"1oooa -u. y Ll.Lq
Rquircd
(3oo)@sool.(rzool (/O
Pcrmittcd Slopc 7 "
proposcd Slopc
Yc'-X- No--.
vcs_)( Nq
I) Pcrccnt Slopc (<>307i /VO
'
2) Floodplain
5) Ccologic Hazards
a) Snorv Avalanchc
b) Rocldall
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,-ffi Additions-Residential or Commerci4l
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.47 9.2L39 faxi 97 0.479.2452
web: www.vailgov.com
General Information:
All projec8 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 Depatment. 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.
Locationof theProposat: Lot: 5O Block:
Description of the Request:
Physical Address:
Parcel No.:(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:3
Name(s) of Owner(s):
Mailing Address:
C?/,1 t\ TAe r e o 8O9OG phone:
{ Owner(s) Signatuni(s):
la'i'Qt,qLl
Name of Applicant:f,tr2E4f lilF_ -, LCF:/\/U t UPf
Mailing Address:?o. &,6
Phone:
Fax:
Hormat<- 1a^
$50 Plus $1,00 per square foot of total sign area.
No Fee
$65q For construction ofa new building or demo/rebuild.
(@-) For an addition where square footage is added to any residential\----
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls, etc,
$20 For revisions to plans already approved by Planning Staff or the Design
Review Board.
No Fee
q
"v
$
:I\,
E-mail Address:
Type of Review and Fee:
tr Signs
Cl Conceptual Review
?1. t'tew Construction
I nooition
E Minor Alteration
(multFfamily/commercial)
tr Minor Alteration
(si n gle-family/duplex)
tr Changes to Approved Plans
D Separation Request
For Office
Fee Paid:
Meeting
Planner:
Page 1 of L2/041281M
Available
1'd oseo-tt'-6rt ala I lJeq s r JL{3 ees:zo so 'I unn
PROFOSED MATERIAIS
Tvtre of MateridlBuildinq Materials
Roof
Siding
Other Wall Materials
Fascia
Soffits
rtVindow/
y'windowTrim
ll
Vooor/
ll
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specifl the manufacturer's name, the color name and number and atbch a color chip.
(
Color
hTZh tNG CuQ.0eu
Page 6 of L2lO4l28lM
PROPOSED TANDSCAPING
Botanical Name Common Name Quantitv 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
IRRIGANON
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc,)
Page 7 of t2lMl28l04
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TOWNOFVAIL, COLORADO Statement
Statement Nrunber: R050000855 Amount: $300.00 06/L6/200501 :54 PM
Palment Method: Check
WINE
Init: itsNotation: 1774/aTEREMY
Permit No:
Parcel No:
Site Address:
Locat.ion:
Thia Payment:
DRB05 02 77 4G)e: DRB - Additsion of GRFA
2rot-r23-0702-o
1885 GORE CREEK DR VAII,
1885 W. GORE CREEK DR
$300.00
Description
DESIGN RE\':TEVI FBBS
ACCOUNTITEM LIST:
Account Code
DR 00100003 LL2200
TotaL Fees:
ToEaI ALL Pnts :
Balance:
9300.00
$300.00
$0.00
Current Pmts
300.00
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TOWN OF.VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
\-<r\ fo
!6a-^-\ Vt \r.*t t*t_
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 1886 GORE CREEK DR VAIL
I-ocation.....: 1886 W. GORE CREEK DR
Parcel No...: 2103123U02;0
hojectNo : -pRSOS -Onq3
OWNER BARTI-,ETT, CHRISTOPHER RAYMONOS/05/2005
DONNA LYNN
1OO MARIJAND RD S
COIJORADO SPRINGSco 80906
APPI-,ICANT NATIVE EI,ECTRIC
P.O. BOX L80?
EAGI,E
co 81631
I-,icense : 143 -E
CONIRACTOR NATIVE ELECTRTC
P.O. BOX 1807
EAGI,E
co 81631
License: 143 -E
06/05/2006 Phone z 97O-328-L293
06/05/2OO5 Phone : 970-328-L293
FEE SUMMARY ri.*r**{.*tt*******'t'r**:r**'1.***{oht'1.'r*******t+*t********'*,r**'|l!i**
Total Calculated Fees- >
Additional Fees----- >
Tohl Permit Fee---- >
Payments----------- >
BALANCE DUE----.. >
Permit #:
Status . .
Applied.
Issued.
Expires.
E06-0088-Bo5 ozto
.: ISSUED.-. o6/os/2006.: 06/Ml2W6.: 12/03/20[6
Desciption: BASEMENT WIRING BED AND BATH
Valuation: $0.00 Square feet: 324
Elect cal------ >
DRB Fee----- >
lnvestigation-- >
Will Call----- >
TOTAL FEES.. >
$3. ooqs4 7q
s54 . ?5
$0.00
$s4. ?5
954.7s
$0.00
Approvals:
Item: 06000 ELECTRICAL DEPARTMEI\II
06/05/2005 shahn Actionr AP
-'-l:*;--;'j-u-;'j--l-'*1--l"*:*H]1*X***********"t:*+*,.,.***i(*****t'|.:.++:tt:f*:!**:**[8'*
CONDITIONS OF APPROVAL
Cond: 12
.!?-lPf;J-;--l*l?--lT:.t*!IT9lH..*I.ffPJ-l*T*.J-9--:-T-.:.1..T*9*-S-oP3..-".o.yillH."-l;...***-*,,'**'i(N.**+:,*,i+i!tr+r,*:,.,r*.,(i.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information reguired, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SITALL BE MADE TWENTY-FOL'R HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OmCE FROM 8:00 AM - 4
PM.X*l lr'*
+{.********++***t*******+**++*****+++*****t************+++*+**************************i***+**
TOWNOFVAIL, COLORADO Statem€nt******|'*+****tt+***'i*'i******+**'|***'|!*+f*********i+ft+tf,*+*++++++**+********l*******f***'}++*t
Statement, Number: R060000?58 Arnourt: $54.75 06/06/200601 :17 PM
Pal.ment Method: Check Init: IJT
Notation: NativeElectric / ck #5041
Permit No: 805-0088 Type: ELBCTRICAL PERITIIT
Parcel No3 2]-03-L23-0702-0
Site Address: 1886 C'oRE CREEK DR VAIIJ
Irocation: 1885 t{. GORE CREEK DR
Total Fees: $54.75
ThiE Palzment: $54.?5 Total AIJIJ Pmta: $54.75Balance: 90.00
't*****t+i***'t*'t**********f****+*++f'+ttf******{'*****l***++++f***********++++************,}*:}++
ACCOTJNT ITEM LIST:
Account Code Description Current Emta
EP OO1OOOO31111OO EIJECTRICAIJ PERMIT FBES
WC OO1OOOO31128OO WILL CALL INSPECTION FEB
51.75
3 .00
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
CONTRACTOR INFORMATION
Electrical Conhactor:
iltrn,l, Ala*o,. fr.*-l*Ys't-Contact Person and Phone #'s:
fu\'Ltf ?zct -?a/'6d?
E-Mail Address:Fax#: 32A.-/29 ?
contractorsisnaturer M- lL U*!J^
coMpLETE SQ. FOOTAGE FORAREA OF WORK AND VALUATION OF WORK (labor & Materials)
ELECTRICALVALUATION: $ (ffiAAMOUNT OF SQ FT IN STRUCTURE:9Z
Conbct Awrc offie at 970-328-8640 or visit for Patcel #
#o o 7-d
Job Address: l0e6 €"wr,2t<.
Work Class: New ( ) Addition ( )Repair( ) TempPower( ) Other( )
Does an EHU exist at this location: Yes ( ) Nq(',WorkType: lnterior.fr Exterior ( ) Both ( )
Typeof Bldg.: Single-family(-.)'Duplo<( ) MulU-family( ) Commercial ( ) Restaurant( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
for a hot tub: Yes ( ) No
Does a Fire Sprinkler System Exist: YesDoes a Fire Alarm Exist: Yes
,LtC + %JUrtr^< €got7<-Q
***************************************FOR OFFICdUSE ONLY**********************************tr**41Y
I
F:\cdev\FoRJIIS\PERMITS\Bui ldin g\electical-.oermiLl 1 -23-2005. DOC Page 1 of 2 LU23l20os
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Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005
Overhead services are not allowed in the Town of Vail.
Underground services shall be in conduit (PVC) from the utility Fansformer to the electric meter, main
disconnect switch, and to the first electrical distrlbution circuit breaker panel.
The main disconnect switch shall be readilf accessible, andloated nextto the meteron the exteriorwall of
the structure, All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. C.ommon
wafls and spaces are exempt
NM Cable (Romex) can E uN only in single and mufti-family dwellings netqding 3 stofies,
Tlpe NM annot b ud in any building mixd with Type +B.EEH,I,M &S rcatpancies.
Alaminum @ndu(frrssmaller than size #8 are not permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All insballations of oterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an e)fterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and veriry that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
If this is a remodel in a multi-fami[ building with a homeowners association, a letter of permission
from the association is required.
If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical
one-line and panel schedules are neguifred if load is added or distribution is altercd,
I have read and underctand the above.
Signature Date Signed
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be
reached on Monday thru Friday mornings betureen the hourc of 8am and 9am. You may also
leave a voice maii and the inspector will call you pack. ,. r ; . : .
F :\cder\KtRMS\PERMm\Bui ldin g\electical-.oermrLil-23'2005. DOC Page 2 of 2 ru23l20f,5
TOWN OF,VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
n0479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M05.0273
3o5-o 2(o
Job Address: 1886 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: 1886 W. GORE CREEK DR Applied . . : lll08./z0{)ts
Parcel No...: ) 210312307020 Issued. . : ll/O8l2OO5
Irgal Description: ,.=\,,\,-- At: r,, 1\! 1 Expires . .: 05107120M
ProiectNo : ?Rs 0S -oXtl>
owNaR BARTTJETT, CHRISTOPIIER RAyri{ON11/O3/2OO5
DONIIA IJYNN
100 I,IARIJAIID RD S
COI.ORADO SPRIITGS
co 80906
APPr.,rCAt[r DAI{:IB'S MECI'AIIICAL tL/O3/20O5 phone: 970-390-7960
P.O. BOX 1142
EDWARD$
co aL632
License:154-M
COI{TRACTOR D,AIIIE'S I.{ECHANICAIJ lL/03/2005 Phone: 970-390-7960
P.O. BOX 1142
EDWARDS
co 4L632
I-,icense : 154 -M
Desciption: INTERIOR COIWERSION- SWITCHING FROM FORCED AIR TO IN-FLOOR
TIEAT
Valuation: $12,000.00,
Fireplacc Infonnation: Restrict€d: Y if ofGas Ap,plianccs: 0 # ofcas ltgs: 0 # of Sfood Pellef 0
Mccbanical--> $2{0.00 Rcsnnrant Plan Review->
FEE SUMMARY '*'i*r**+*tlirit**.'|'.*'t't'.:r'l.t:r*:ir.'t**{.***+rt+?,|lir***1.'1.'.r.*'tr***1.*
so . oo Total calcdated Fees*- > s303 . oo
Plsn Ch€sk--->
Investigation- >
Will Call--- >
s6O . OO ToTAL FEES---------> $3 03 . 00 Additional Fe€s------->$0.00
Total Permit Fe€------ > $303 . oo
BALANCE DUF------ >
9303.00
90, 00
t*tttit*l**t*r*:tl.
Item: 05100 BUIIJDING DEPARTI{ENI
Lt/o8/2OO5 JS Action: AP
Item: 05600 FIRE PEPARTI{EriIT
CONDITION OF APPROVAL
Cond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPIJIAIICE.
Cond: 22
(BL,DG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AI'ID SECTION
304 OF TIIE 2003 IFGC AS MODIFIED BY TOViIN OF VATIJ.
Cond:23
(BL,DG.) I BOIILER INSTAIJLATION MUST COIIFORM TO II{,A}IUFACTURERIS INSTRUCTIONS A}ID
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25 ,l
(BIJDG.): GAS APPIJIANCES SHALIJ BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
s0. 00
$3.00
i
(BL,DG.): ACCESS TO MECI{AIIICAIJ EQUIPMENT MUST COMPITY I{ITH CHAPTER 3 OF
IMC.A}iID CTTAPTBR 3 OF TIIE 2OO3 IFGC..
Cond: 31(BIDG.): BOIL,ERS SHALL BE MOTNTED ON FLOORS OF NONCOMBUSTIBIJE CONST.
LISTED FOR MOTNMTNG ON COMBUSTIBI.,E FI.,OORING.
Cond: 32
(BL,DG.): PERMIT,PLAI'IS AND CODE ANAIJYSIS MUST BE POSTED IN MECHANICAIJ ROOM PRIOR
TO A}.T INSPECTION REQUEST.
Cond: 30
(BL,DG.): BOILER R@OMS SIIALIJ BE EQUIPPPED WITH A FLOOR DRAIN OR OTIIER APPROVED
MEAIIS FOR DTSPOSING OF IJIQUID WASTE pER SECTION 1004.5.
DECLARATIONS
I hereby acknowledge tbat I have read this application, filled out in full the information required, completed an accurate plot
plan, and state ttlat all the information as required is correct. I agree to comply with the information and plot plan, to comply
with dl Town ordinances and state laws, and to build this struchre according to the towns zoning and suMivision codes, design
review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIJR HOtjRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
THE 2OO3
UNLESS
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
*********+*'t'l{t'}*tl+l*af'|t**'l'}*'}**fr}*++++ff***'}***'t{r*t********tt**+++*++**++*+***+*******t ***
TOWNOFVAIL, COLORADO Statement
+f**+'if***t***a*{'{'{'*****||+++++*r****+l*f*:lr**lr******+*******+**+++*******+***********t**++l*+
Statement Nunber: R050001903
Palment Method: check
Mechanical 1095
Amount, : $303. 0o LL/ o8/2oo5o2 222 PttlInit: DDGNotation: DErnt,es
Permit No3 M05-0273 TyI)e I MECITN{ICA], PERMIT
Parcel No3 2!O3-123-07O2-O
Site AddreEg: 1885 GORE CREEK DR VAIIJ
IJocation 3 1885 W. GORE CREEK DR
Tota1 Feea 3Ihis Payment:$303.00 Total ALIJ Pmta :
$303 .00
$303.00Balarce: $0.00*+++'i**++*****aatttft+*f*+*+ft*f***t*+**tt**tat*aata*+*****************l+++f,'l+**+**********+
ACCOI]NT ITEM LIST:
Account. Code Deacription Current Pmt6
MP 0010000311x100
PF 00100003112300
vfc 00100003112800
MECIIAIiIICAIJ PERMIT FEES
PI,AN CHECK FEES
WfIJL CAIJIJ fNSPECTION FEE
240 . OO
50.00
3.00
75 S. Frontage Rd.
Vail, Colorado 81657
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN s-ocvtTOV Project #:
Building Permit #:
MechanicalPermit #:273
97 0-479-2149 (Inspections)
Permit will not be accepted the following:
to include:
Vent Location
Loss Calcs.
EquipmentCut/Specsheets !$ru/ HAUF Frs-
CONTRACTOR INFORMATION
gotu?L dr.
Mechanical Contractor:
OnNrei
^tftr{flNtcftL
Town of Vail Reg. No.:i5q-u C.ontact Person and Phone #'s:(qtd sqo-?q6o *).^^o
E-Mail Address;Fax#:
Contractor Signature:
ilPe,tlqrlnd-2
MECHANICAL: $gL-
COMPTETE VALUATION FOR MECHANICAT PERMIT & Materials
Conbd Ass€ssp'rc Office at or visit for Parcel.#
Parcel #
Job Name:robAddress: wF% cnDe cmv
Legal Description ll Lot:Block ll Filing:Subdivision:
Owners Name:Addressl Phone: AOqqSl
Engineer:Address:Phone:
Detailed description of work:
$c.rrtT-btt{.-[G Wre t\-r?- \r)\T-tt rr.l Frooa- r-fe*t--
WorkClass: n6w() Addition( ) Alteration( ) Repair( ) Other( )
BoilerLocation: Interior( ) Exterior( ) Other( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No, of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Tvoe of Fireolaces Existinq: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas LoSs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (
F:\cder\BUILDING\APPLICATION SWEC H PERM2005. DOC 06/08/2005
MVNOF
Town ofJaif Mechanical Codes and Desion Criteria
I You must obtain Design Re*fiEw Sdh.d tjnD amr.qnl if any of the nechatrriot ulork wil invotve
ANY exterior work. This inCludes anilis notlipitedto rbmoval3nd replacertent4f driveway snow
melt systems. Please contact a Planner at47$2128 fdi additionatri#ormatgn.-
ar The Town of Vail has adopted the 2003 International Mechanical Code and the 2OO3 International
Fuel Gas Code.
o Alt new construction within the Town of Vail is considered to be of unusually tight construction,
thus all combustion air is required to be drawn from outside the structure for mechanical
equipment.
Town of Vail Fireolace Ordinance
In September of 1991, the Vail Town Council adopted an ordinance which restricts te construction and
use of open hearth fireplaces within municipal boundaries. Sin€e that time the ordinance has
undelgone numenous changes and revisions, striving for complomise, yet effectiveness in addressing
the air quality issue. Therefore the following criteria has been adopted:
r Construction of open heath wood burning fireplaces is no longer permitted within Town of Vail
municipal boundaries.
o Dwellino Units - Each new dwelling unit may contain:
One (1) EPA Phase II certified solid fuel burning device and no more tlran hro (2) gas appliances
(B vent)
OR
Two (2) gas log fireplaces and no more than two (2) gas appliance ftreplaces (B bent).
r Restricted Dwellinq Units - Each new restricted dwelling unit may contain:
One (1) gas log fircplace and not more than one (1) gas appliance fireptace.
o Accommodation Units - Each new accommodation unit may contain:
One (1) gas log fireplace or one (1) gas appliance fireplace.
o If two or more separate dwelling units or accommodation units are combined to form one larger
unit, the combined unit may retain one woodburning fireplace (if one already exists) and no more
than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas.
I If during the cource of a remodel an existing woodburning ftreplace is altered or moved, the unit
must then comply with all provisions of the ordinance. That is, the fireplace must be converted to
natural gas or replaced by an EPA Phase II certified unit.
F :\cdev\BUII-DING\APPLICATIONS\Lt ECHPERM2005. DOC 06/082005
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LAARS HEATINO 3Y6TEM8
4. Dirconned the boilcr torn thc grs supglv nioe
Sforc. presrure rcstiq the flpe?or Fi;"rtr-
ijfin* trr rupply pressur€ to the boiler rs
. NQT!: Ile boilor and rll other gas appliancessharu:g rhc boiler gu supply lbc nrut-beffir" ,;*msrlhum asprcity !o propcdy messure 6e idl
lufPly-P,Gslurc. Low gss pnisuf€ cordd bc an
rn(l|caUoD of an undcrsizr gas mcter and,/or obstuAcdgu rupply linc.
5, Thc correot blrqer mrnifold 3ns prwsurc iscrnpod otr 60 raring plate. fhc ienrlator is orr-y.?t rhc-{cctory, aadrcrmally roquircc ao '
ruflnet adjusblent,
6. Bcfon opcrating tlc boiter, thc cofinlae cas
Try.ly, 8yst6m rnd all connectjons mucr bj tcstcdfor lcaks using r ooap golutioa
lG. Gombustion Alr Suppty. q€ -b"itF-,locarion nustprovide srrfrciont
ar1 snpply foCproprtr iornbusd;a aod ;.*dl"G;
of gc surro,'n{ring rrcs as ouuincd ia tbc luert
grihoa ofAl.lSI staadard 2223.1 or in CraadgCAN/CCA-Bl49.l or.2. and eny local coOog'ihat
mey bc rpplicable.
Ingrncnl, 6ororcquircmatr opecify tbat boiler
rooa.u- r1ucl rcpracnt conftrcd ryacea Bhould bsprondeo wrth two peruuncnt air supply opmiqge; onowigin !j lnctros (3bsmn) of tlc oeirini, 6;#;; --
witr'in 12 inchcs (305mm) of thc floor,-
{
TrHr 5, tlnlmum Rccdrm-d.d
Afr tupply to Boil.r Rooar
' {mporrnt
Soe gEs lhc g.lection chart, Lbl6 4 pravious prgf ,
for gas llrn .izing. In alt oascr, pipe stzo ie tarli
than inlel mnneClhn on hrrttr. iun pipe sizo
thown In chail nrrd rsduc. et heabr lnlet.
,rri''tl
.t tt:G,,\'arar CbtU-. -G;;-Propln! (LP)
Mhlfium 0.t t0
Merlmum 9 14
lClcr !tsr Outtada Alr Ani-
_ tq, ln. rg crr
Urtl{rAlm|_
9q. ln' rlcrr
50 ts e7 100 045
76 n 129 1m 646
100 26 ,la1 100 645
t?5 t2 206 t25 407
t€0 40 z?tlt 100 109:!
UE 90 w u6 t45i!
conbGdon rlr.
Q m {nrrntl
Orltl
O orterppty)
Q) raeorur
Olmanrions In Incfi'r (mm)
f5
t00
r26
160
u5
r&3/g 3{o | 27-a4 M
16-719 1zs i zs.st+ no
16:tts 129 i 2a'f/,1 7go
40"3/6 0rE | 2a3A 7n
2&58 861 !4n 8oo
n.1r2 890
zt.1t2 690
zt-1t2 qog
n-ln d99
27.1n 69e
I 127
6 127
6 t5?
6 192
T I7B
1t2
1t2
rt2
314r
eE:BT 9BBZ lnA /11303 NOAV -IHVC 9Z6E-Sr8-St6
Mrnl-Ihemr ll Hydronic Boibr Ftg.5
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consist'rng entirely of-r combiution of stecl, iron,ot .c.qlt, co.ncrrlc, slate, glass or pla*or.
- #t Dortfrs caD be installcd on a ,:omburiblc
r-rcor u a qoo-+ombu*ible bero lrae,ubly, availablertom La&s, is rrcd Sec thc boilcr rgdni plarc ftf rherppropnatc basc part uunber. roue"s idli-*;rT.rrt[rtrcg o! crr?gtt!fl.
. As an ollcnrative to trc Laare no_coraburtibte
.b*_pl"r", thc Narional Fucl Codc allowctb"n;i;
bc pl{scd on othor thcn a aon-coabustiblc surfrcc
wheo ruch aa installation complies wiO OE.qniricratlcwraceCodo. Tbir codc spciifias thc ,*.ft", trni;
Fc b9ll9l:b-e prcpged wtth houow m$oary ao lcss
lnen a' ( l02mrr) rhict, covercd wirh shcct;ctd t
lcast 24 -ga. in tbioloess. Such masonry Druct bc laidwith ende lnsealgd, ald jolrts narch.i il such a wav
es !o plovidc a frec circulatioa of rir ftoa uido to sid;lirough tho ut$oory (ce€ Figurc 31.
Irbla 3. tlnimunr gollrr Glornncr
Fronr Comlurdbte Sutllc..,
lF. {ias 9upply and Plping
- . Rc"jsw tbe following inefutlf,joas bgfor€procccdiug witb rhe installrrtion.L Vari$'tlar rhe boilcr is fificd for tho prcoer
tSpe of las bl chcclciog tha rrdng pdte. Laus
boits$ Bnr.Dorrtally equippcd
to opcrsr€ bclow a 2000 foor altirrdc, Bsilcrr
cquippcd to operat€ sr higlcr altitudos hevs
appropriate rticteF or tqgs attached (ncxt o rbe
radngplsrs).
Uoc thc ligruce in Tablc 4 to provide edcor,nrc
8rs piphg frorn tlro gre mctoi m tho boiloi.
A nap (drip lcg) nust bc provided abcad oftbc
gas coilrols (rcc Fituro 4), A nanual gas shutof
valve llust also be provided for $rvice
coavgnicnce and safcty. Check tbe local codeg.
fhu|| 3, Typlcrt Combudbtc Floor !nrtallrtm.
2,
J.
lltPip Arr+' Plp.1'r Flpc r.1/4'Fip.
trJmp H.P q.rmp H.P.PrJnp H.P,Pump H,p,
vat 1t12 1tt 1t12 1A 1nE 1t12 r/E 1t'i6 1t12 1la
50 50 99 3ql 0t0
i5 g6 r60 9{'0 400 €.O
100 77 150 260 s30 620
1E 27 &lrto 1m Eto 600
'160 a 72 tt t00 tto 190 &zt|110 69 9t0
fr.ular t ltot p,lrmry/iaoondrry Cping rn rltgutld. Consul
t. Chutir bGGd gn !0.F (.j.C) nrxtmum trnp.ralJrC rira.3. !;|lCuEtiom af6 bu.rc Ott -r yDr L Ooppr' iubhg witt Onatlonc vdvl md 6{Iht lbows:''ii:ffid#,,*im*rsr**t*
T|Elc g n1dmum Sugg.t!.d Clrcutt LGt|gth In F.rt
Eoilar sEr.5G125
'!,w?5Cl rran In w,In mn
Lci Cda 6 152 6 132-
_R|ght rtcc-6 --78 -0 Br-Ratr 0 162 t 112
Frcrt 4 102 E 152
Ftu€152 a 1Al
Top 1A 31 911
'0' .or modclr JVl60 to JVA25.
Fl$rt a Clorrr end dcov. lnrulr|io|r lrar frff Si
OFlsnc.
From Ga
M3|!r
lolbr slz!
s0 f3 100 128 '|60 ffi
FF. gzc
s50,
6lln 1tz 3t4 at4 E4 1 I
60-100
| &sorn E4 314 3t4 1 1 1-lt4
1G200'
il4}n'u1 1 I 1.114
Nolc:.Thate flgurls fli tgt Nrlur.l G9a {.86 go Or.t. end aru
Drlad m t/r u.ter aotumn preto Crob, Chick ad;oh - -
pffialrt wflh I mlnfirdar, and loc.l codl nouinmcrti torvrnrrmr. Fg LFro. raduca plg! dlrmatr on. !a2.. bulmarfitht a 1/U" mhlmum dilmrt r. A,no.mrf numbar Of T.c.trC obowr htw bran irkan inb t owC|cr.
T.bl.4. C!. Plpbg 3E ..
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FAlEA 35Vd 10c NoAv "tH!u 9256-SrE-Ar6 z8:GI gAdZ/EOlll
tr/94/2a95 lai32
Page 4
978-845-9926 DAHL A'JON COi PAGE g2/ 94
T.AARS HEATING SYSTEITS
T}e ficld assembly ir now completc. T'he boiler
ir rcady frr water, gas ond clcctrioal ootrncctions
and vonting instal letioa,
Do nol modiff thc automatic vcnt darnper
dcvicc, It is very impornlt thBt na o&er vetts
arc cloqcd" Provide et las,st Bix incb* olcaraaoe
bstween the automatic vcnt darnper utd
combustiblc oonstflrotion, aad be gurc to allow
accese for eerrricing lbc dalpe.
ACrutton
Do ml turce motor operathn whal opffrtor 6
fastened to he damper by movhg ih€ damper
bfado, tuming thc sh€ft or by turning the position
Indiltor.
Nolcl Io Crlrdr, thc vcnt damper ie optional.
lD, Flow Rcqulremente
All high reoovery, low volume tratcr boilers
must hrw edcquate flow for cfficieat operrtioa, Pump
sclcction ir oritical ro this goal, and pumps sbould be
selectod to provide fe aystom dcsign water
temperffise rire. Table I dctails rcmperrturs ri$ and
fltatsr fluw'{OPM) for thp Mini-Tbersrtoilcru'
Danrge from lnpropcr llow lt not wrrrrrted.
- Failure to in$ut ptopcf nater flow through tbe
bcat cxchaagcr of rhc boilcc will void thc Laars
$€neaty. FIow can bo vcrifiod by measuring the
differencs in watcrtcmperetr:res between thi boller
inlet and outlct. For crample: For a JtrL 1 00
inetallatioq thc inlet wat r t!ilp!flitrr is I6ffF
(71'C), and thc ortl€t tsmp?ratrrfc is lE0oF (B2oC).
That mcalr thcrrc is a 20o (-?oC) tmparanui risc '
lhrough the boiler. According b Tablc l, that would
indicrtq e flow rate of 8 GPM (0.5I"/S). Tonperature
rise rnust bs mcasu€d witb the Imgest (hfuhost head)
eoru calling for hcat alote.
Other factors to be consid€rsd bEfore selestins o
pump ale pipc size, the number offittings througfioirt
the syctcra, smoothlcss of the inlerior surfacc of thu
pipc, the quantity of waEr flowing through the pipe,
whether e glycot solutlon ls behg used, and fte total
longfh of piping in the systcm. Table 2 caa help in
naking that deterninatiod.
lE Boller Plecrment
Tbe boilcr must be placed to proride olearances
oo all sides fu mrintenance and inspection. T[ere
tuust also bc miolmru dietanceg maintained from
combugtible $rfac€s.
At leact I 5 " (3 E t mn) accesr mtrst be available ra
fiont of thc boilcr for burner rmoral. Consult tocal
codcs for olearanc€r to hot watcr pipes and
asccegorirs.
If thi boiler 13 to bc lnstdhd In I grrege, sll
buracrs rnd burnor lgdtion dcvlccc murt hrve e
mlnimurn l8r' ({57mm) clcsrrncc rboye thc lloor.
The Model W-50 through w. | 00 boilers can be
installed in a closct, as long es the minirnnrn
clcarances shorm in Table 3 rrc obscnvod, Spccial
anentisn sLould be paid to cl€araDc€s betwcen the
front of ffiboileraid the cloget dmr whel lt is\clorcd, -.-. '
Coaeult tlo Americsn Nstional Staoilard Z2l. 13
for more inforrundon colceraing closot installations.
In Canada reftr to th€ latest sdition of CAI'I/CGA-
Bl49.l rnd 2.
llvIPORTAltfTl T.he boiler shsll be insalledon
a floor of non<ombugtible construclion with non-
combustible floorirg and rurface finish and with no
cornbustible matorials against thc urdcrside, or on
frc.resistant slabs or erches having no cornbuetible
matcdals agairut thc undeisidc unlcss ligtcd for
iugtallation oq a combustible floor.
All boilen murt be instrllod ou a non-
combustiblc surfrce. That flrcans a surface uot caDable
of being ignited and brrmiag, such as gurfaces
I
. gpm ! Watal Flotv In g.lonrpGt mlnut.. tln = lltt,ter f,o ln fftrft W !f,ff,ndt t! PoltuE drop (hsrdro3o) rhror{h.ha -{!gt E! g|*rcr. rn . i+r,r aop tiaain;,;,-ihu;i;ln oorc, u wr,.ft ot w*tNota: Bhedod rnr b hc recomrundcJ noiino-ieliiiitui6 rri
Trbla L Tcrip€nturr Rb. .F
LL/84/2845 1E:32 978-845-9926
Mini-Thcrm ll Hydronic Boiler 'AHL
AVBN COi PAGE AL/84
Pagc 7
')
Ootcide Air Supply: \laen combusrion air i!
rupplied dircctly $rough rn outcid€ walt each opeaing
shouldhave a minimnm free area of one squere inch oer
4,000 BTIJ/h (l.2kW) input of ihe oel inputratiug of
atl appliatccs in the cocloecd are&
Insldc Alr Supply: When combusdon i6
strpplied ftom insidc the building, cich opcning
gbould hive a minimurn lice arca of onc squa$ Jlch
per 1,000 BII/b (0.3kW) inp* ofthc total input
rating ofall appliances in tte cnclosed arca. These
oporings should ncwr bc lors thaa 100 sqr:arc incbcr
(545 Eq. cfl).
Note: ln Canada, follow CEnadign Standar(
CAN/CGA-8149. t. .2 or local codes.
EtLlust frns 0r Venfrt Atry equiprnent which
exhaugts air ftom the boilcr room isn 'ddlete tlr
-- '--
mmbustion air eupply or ruvcrrc Bre naninal dnft
eotion of tho vcotiug systcm, Thig could saurc fluc
poducts to aeumulerc jn thc boiler rooro Additional
air must be supplied to compensate for such ex}aust,
Tbo information in Tablc 5 ir not anplicabie in
installations whcrc exhaust fans or blowiie of anv
tlAc am uscd" Such ingtaltations must ba deeigue-d by
qualificd cnginects.
Ifa blower ot fan is urod to supply air to the
. ,----boilcr room, theiasteltcr should-.m+li iurs it does not
qreatc drafts which could causa nuisance shutdowns of
tle pilot, Ife blowcr ic nEcccsary to provide adequ8tc
combusdm air to tbe boiler, e suitabie ewitch or
cquivalcol nrxt bc wired into the boller conuol circulr
to preveat the tufler from fning uulecs 6c blowcr is
openting.
Thc boiler must be complaely irolated and
protccted fiom any sot$cc of conosivo chcrnical
firneg such ae thoee writted by trichlorcthylene,
pcrchlorethylcne, chlorioe, etc,
lH- Ventlng
The draft diverter ourlct is to be coDnected to an
unobstrucbd rrent pipe of the sarne or largcr diameter,
termintting out$ide the building. Tbe vent pipc must
have a listed vent csp, and extcnd al least two feet
abovc ary object rrithin a ten foot radiuE. All
conncctions should bc rrado with nrstproofsheet
noal Bcrcws.
IMPORT.{I{T NOTE: Do not use sheet metal
sofitwg at tho snap lockjoints ofTypc B gas vctrts.
Do not weld or fasten the vent pipe to rhe boiler
draft divetrer, The wcight of thc stack must not rest on
the boiler. Ttre drafl divertor and boiler top must be
easily rcmovable for nonnal boiler seryico and
ulpecuon.
Avoid horieontal nrns oftbc vent pipc, and 90o
elbows, rgductions end rcstrictioos. Horizon.tal flos
should herc at.least a 1/4" riee per foot (20mm per
meter) :a thc diection of flow. A venr coirnectc shall
be supported for thc dosiga eld weight of tbe material
cmployed to maintain clcsnnces and prevent physical
dam.qee and scparation ofjoints
Avoid orminaring boilcr vents near ait
"-crnditloiring or eir supply fanr, The fans.can pick up
exhaust fluc ploducE frorn tbc boiler aad rearn thern
inside the building. creating a possiblc hcalth bazard"
Alwrys use double.wall or insulated vent pipc
wheo uscd as a chiruey (T5'pe B or e4uivaleng. In
cold weatbor, urinsulated outsidc vond can chill rhe
rleing flue productc, blocking the natural dreft rctiotr
of thc venting system. ltls cur create s h€alth bazgrd
by spilliqg fiue products into the boiler roori. Use
grgqneered veatiag tablcr accepnblc to thc authority
haviagjufisdlctim to siac tho ventiry pipe or lirer,
Avoid ovors!"e vcnt piping or exu'emely long
ru:*r of thc pipg which may causc cxcossive iooling
gnd condengatioa.
Rule of Thunb: Thc t<,ral lcngd of rhe vaq
including tho courector urd any offset, should not
srcecd l5 feet (4.6m) for evay inch (Z5mm) ofvent
diametDr (s0€ Figue 5). Lougcr total iengthi shown in
ventiflg tablss a.!E based on maxt'nun capacity, not
condensation fbctmt.
Beforc connecting a ycdt connector to a
chirnaey, fie chimncy paesagcrr/ay shall be examiaed
to ascefiain thFt it is clear rnd Aee of obsrructions.
Wtren irispection rcvcals that an existias cLinncy ie
not safe for rhc intendod application, it ihall bc rituitt
!g c.otrfo.ryr 19 ptioruily recognized Etandards (see
Nationsl Buiiding Codc or ANSINFPA 2t l), irned orrellncd with *.suitablc iilor, or roplaccd with i vcnt oichinncy suitable for the cquipme;t to b€ ettachcd.
va Phtho Lrneth
{ ln.
vH Fb.
80f,-r 16 x4ln,
f'h* !o ln,
(16ea rrn)
Flgur. 5. vont Pipe si:lm.
TOWN OE VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
Job Address:
Location.....:
Parcel No...:
kgal Description:
Project No :
PLUMBING PERMIT
1886 GORE CREEK DR VAIL
1886 W. GORE CREEK DR
2l03p3atu0
?R5OS ozu3
Permit #:P05{r60
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
owNER BARTIJETT, CIIRISTOPHBR RAYII{ON1L/O3/2OO5
DONNA LYNI{
1OO !{ARIJAT{D RD S
COI,OR,ADO SPRINGSco 80905
APPI,ICANT DANTEIS MECHA}IICA!
P.O. BOX 1142
EDVIARDSco 81532
License: 145-P
CONTRACTOR DA$TE I S MECHANICAIJ
P.O. BQX 1142
EDWARDS
co 8t632
I-,icense: 145-P
Status . . .
Applied. .
Issued .
Expires .
Lt/03/2005 Phone: 970-390-7960
tt/ 03 /2o0s Phone -. 970-39O-7960
Desciption: INTERJOR CONVERSION- ROUGH IN BATH ROOM AND KITCHENETTE FOR
NEWADDITION
Valuation: $2.m0.00
Fireplacc Information: R€strict€d: 2? # ofGas Appliances: ?? # of Gas Logs: ?2
FEE STJMMARY
$o . 00 Total Calqrlated Fees-- >
S4o.50 Additional Fees------ >
Total Permit Fe€----- >
Payments----------- >
BAI,ANCE DUE--_--._ >
Item: 05100 BUIIJDING DEPARTMENT
tL/o3/2OO5 JS Action! AP
Item: 05600 FIRE DEPARI'I{EIIT
Plunbing-- >
Plan Check-- >
Investigation- >
Will Catl--- >
Cond: 12
(BLDG. ) : FIELD
S30.00 R€snrara Plan Review->
' $7 . so TOTAL FEES-------->
$0.00
$3.00
CONDITION OF APPROVAL
ONS ARE REQUIRED TO CHECK FOR CODE COMPL,IAT.ICE '
36s o4.(6
: ISSUED: lll03/2005t Ill08l2OO5: 051071?-006
# of Vr'ood Pallel ??
s40. s0
$0.00
s40.50
s40.50
$0.oo
DECLARATIONS
I hereby acknowledge that I have read ttris application, frlled out in full the information required, compleied an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Buitding and Residential Codes and other ordinances ofthe Town applicable thereto'
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 47q2149 OR AT OUR OFFICE FROM 8:00 AM - 4
CTOR FOR HIMSELF AND OWNEI
I
+fllt**lt+tttt*tl**l|lltltlllttt**l'{'{'{titttlt*lll**ff*+ff*t*t*+++++l*****'}***'}'}'}*'}*'}*'}'}lr**t'}**
TOWNOFVAIL, COLORADO Statement
a*fl*lllll+*{'+*{'*{t**lltlli{r{'{'ll++a***t+++ttl'*tt+a*l'*'l{r****'}+++++*++**'}****'}****++'}'}*+++'}*'t**
Stsatement, Nuniber: R050001904
PalmenE Method: Check
Mechanical 1095
Irnount: $40.50 tLl08/200502223 ?MInit: DDGNotation: DanteE
Permits No:
Pafcel No:
Site Addrese:
Location:
ThiE Palment 3
ACCOI,JNT ITEM LIST:
Account Code
PF 00100003112300
PP 00100003111100
wc 00100003112800
P05-0150 Type: PLT MBING PERIIIT
2LO3-L23-0702-O
1885 GORE CREEK DR VAIIJ
1885 W. GORE CREEK DR
$4o. so
Description
Total Feee I
Total AlLr Pmts :
Balance:
$4o. so
$4o. so
$0.00
Currents Pmts
PI,ATiI CIIECK FEES
PLUMBING PERMIT FEES
WTIJJ CAIJIJ INSPECTION FEE
7.50
30.00
3 .00
CONTRACTOR IN FORMATION
Plumbing Contractor:
fHr.rta t r f a..rtA,,.l(.iv
Town of Vail Reg. No.:
l c-{l - P,
Contact and Phone #'s:(qn) .Hn - 7a6h
E-Mail Address:
Contractor Signature:
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ a, U)O
Parcel #
Job Address:Job Name: 3."*-r\^-tts
WorkClass: New() Addition( ) Altemtion( ) Repair( ) Other( )
Type of Bldg.: Single-family ( ) Duplex ( ) Mutti-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Is this a conversion from a to an EPA Phase II device? Yes ( ) No ( )
Contad Coun Assessors Office at 970-328-864O or yisit for Parcel #
***************************************FOR OFFICE USE ONLY*************************************
ffitbUtbtt -8 20N
\WAiMAtA\CdEdFORMSWERMITS\PLMB PE RM. DOC
,+r
01n6/2002
,3Jto.?sq
,r-1\ 'dtfi'r-AE4/
ntnww)Y
HOW DID WE RATE WrrH YOU?
Town of Vail Survey
Community Development Departnent Russelt Fonest, Director,
(970147e-2139
Gheck allthat applies.
1. Which Deparfnen(s)did you conhct?
Building _ Environmental_ Housing_ Admin
Planning DRB _ PEC
2. Was your inilial contrct wiilr our stafi immedi#_ slow or j .., . , . .:. : l
no one avdlable____?
3. lf you were required to wait hovv long was it bebre you were
helped?
4. Was your project reviewed on a limely basis? Yes / No
lf no, why no?
5. Was tltis yourfirstlime to fle a DRB app- PEC app_
Bldg Permit_ l,UA
6. Please rate $e performance of he sffi person who assisfud pu:
54321Name:
(knorledge responsiveness, availability)
7. Overdlefiecliveness oitre FrontService Counter. 5 4 3 2 1
8. What is trre best time of day for you b use the Front Service
CounteP
9. Any comments you have which would allow us to bettsr serve you
nexttime?
Thank you for taking the lime b complete this survey. We are
commibd b lmproving our seMce.
p,4o
10-25-2006 Inspection Request Reporting Page21
4:20 om Vail CO'- City Of -
Requ€sted lnspGct Date: f[ursday, October 26, 2006' lnsoeition Area: GG
Site Address: 1886 GORE CREEK DR vAlL
1886 W GORE CREEK DR
A/P/D Information
Activitv: 80$0210 TvDe: A-BUILDConstTvo6: Occuoahbv:
Oufrier: BARTLETT. CHRISTOPHER RAYMOND -
MUMMA,Applicant NEW MILLENIUM CARPENTRY & TITLE
Contmctor: NEW MILLENIUM CARPENTRY & TITLE
SubTvoe: ASFR Status: ISSUED
U'se: V-B InsP Area: CG
Phone: 970-390-995'1
Phone: 970-390-9951
ACE, NEW FOUNDATION, FMME IN INTERIOR FOR ADDITIONAL BEDROOMS
GUNION & WARREN CAMPBELL. LCAMPBELL
let them know permit was ready. cell phone number on application seems incorrect. -
Description:
Comment:
Comment:
Comment:
Item: 50 BLDG-lnsulation
06/14/06 lr
30 BLDG-Framino
06/09/06 -lnsDector: JE
Comment: CFIECK FIRES
DN DENIED
ENETTE AND BATH
.. ADDED VALUATION
READY TO INSULATE
ADDITION
I and plumbing nnals are arso scheduled. *E|"tSlLiiSVi i$88rb?e$-frnu,
Time Exp:
Requested Time: 08:15 AM' Phone: 970-390-S951
Entered By: DGOLDEN K
Item: 534 PLAN - FINAL C/O
RequestoT: NEW MILLENIUM CARPENTRY & TITLE
AssignedJo: WCAMPBELL
Time Exp:
Inspection Historv
Item: 10 BLDG-Fr
09/1
Comment:
09/19/05
Comment:
Item:
BUT 2 BATH
Item:
Item:
Item:
Item:
_- _. Qqm_nent: NEWADDITION APPROVED (INSULATION)60 BLDG-Sheetrock Nail *" AoDroved **'
12115105 Insoector: JRM " Action: Pl PARTIAL INSPECTION
COMment: APPROVED SHEET ROCK IN ALL EXCEPT FOR NEW CRAWL SPACE
^071'13106 Inspector: JRM Action: AP APPROVED
Comment70 BLDG-Misc.90 BLDG-Final
533 PLAN-TEMP. C/O
534 PLAN - FINAL C/O
REPT131
Action: AP APPROVED
Run Id: 5849
,l
1lz-??#06 In"e""{l3,tF"3yF?btPo'ting e"g" ge
Requested Inspect Date: f[ursday, October 26, 2006
Inspection Area: CG
Site Address: 1886 GORE CREEK DR VAIL
1886 W. GORE CREEK DR
A/P/D Information
Reouested Insoectlon{sl
Activitv: P0$0160
Const Tvp6:Owlier: BARTLEI
Tvoe: B-PLMB
Occuoahbv:
. CHRISTOPHER RAYMOND -
Applicant:
Cohlractor:
DescriDtion:
SubTgpe: ASFR Status: ISSUED
lnso Area: CG
and mechanical are also scheduled.
Insoection Historv
Item: 210 PlM&.Underoround
^11l1OlO5 lnspector:,*".. APproved ..
- Action: Time Exo:
Comment: CHECKSTUDOR ACCESS
06/13/06
Comment:Item: 290 PLMB-Final
06/13/06
Comment:
Inspector: GCD
CHECK STUDOR ACCESS
nn
^\,P4%v ^ *.e-
'qP*"uofo
{rtn,s* hJLs)|.
Action: AP APPROVED
Action: AP APPROVED
Item: 22O
Item: 230Item: 240
Item: 250llem: 260
ater
REPT131 Run Id: 5849
A/P/D Information
l,or-??#ou In"p""$:,tF"dyF?,t *po'ting t"n" tt
Requested Inspect Date: f[ursday, October 26, 2006
Insoec;tion Area: CG
Site Address: 1886 GORE CREEK DR VAIL
1886 W. GORE CREEK DR
Status: ISSUED
Inso Area: CG
ril,#
Activitv: M05{273 Tvoe: B-MECHConstTvo6: Occuoahbv:
OwfreT: BARTLETT. CHRISTOPHER MYMOND.
Aoplicant:
Cohtractor:
Description:
Item: 390 MEGH-Final
Reouestor: NewMillenium
. Conimeqts: Bqil_djng-elqclligal and plumbing are also scheduled.
Assioned To: JMONDMGON- Action: Time Exo:
SubTgne: ASFR
Reouosted !nsoection(s)
Inspection Hlstorv
Requested Time: 09:30 AM- Phone: 390-9951
Will call thour ahead - 390-9951
Entered By: DGOLDEN K
REPT131 Run Id: 5849
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' - Cetegory Number tL
ign Review ACtion
TOWN OF VAIL
I//- E - 7t'
tt /\ lt 'ProlectName: [\ av t /e f f ?oa; d'u r '-
Building Narne: . .
rf,/ll
Project De€cription: F a lz * u,h '{tx) /u a t 'x | /,nr-
\./
owner,Address anaenone: ,,Uo>r-*t ^ '4+*.-n^-^ (lu fL//
ArchirecVconracr,Address ^n6p6on, A-, ^ / d-/i* f O Brx sZu tz''r z ot
Legal Description: Lot fi Bbck - Subdivision
*-- Zone Dislrict
Project Street Address:
Board / Statt Action
Motion by:
Seconded by:
! Approval
tr Disapproval
ffstarnpprovat
/^' -,.. ,Conditions:
DRB Fee Pre-Oand t4
STRUCTURES
architacturo + P I a n n i nS
MEMORANDUM #016
DATE:
TO:
FROM:
RE:
05 November, 1993
Andy Knudtren
Town of Vail Planner
Brent Alm, AIA
Structuree, Archltecture & Plannlng
Wlndour changc on the l{orth Elevatlon.
Bartlett Rerldcnce Remodel/Addltlon
Lot 50, Vall Vlllage Wsst Filang t2
Sheet Reference Descrlotion / Commente
see Attached The square lransofii window in the large l,lofihwest Dormer hc
been changed per the Owners request lo a Trapezoidal shaped
window.
VGe/'"B
verhl'
t'
Andy, the ToV Framing Inspection is being held up pending DRB approval of this window
change' I hope we can g€t a staff approval ASAp so the projsct can'continr.re.
Thanks,AlY
Brent Alm, AIA
BKA/ba
o23/banlett merno #16
P.O. Box 5211
Vail, Colorado
81668
telephone
303.928.5257
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-JrN 9J0d l"H?E{.1.lr3{L .AJ,\ al.r1l .tVr{|J
Town of Vail
25 South Frontage Road
Vai1, Colorado 81657
(303 ) 479-2L38
Pl :n enelrzsis baSed Onr rsrl qllurJ s+!
the 1991 Uniform Building Code
Name: BARTLETT RESIDENCE
Date: July 28, ]-993
Occupancy: R3,M1
T\znc nf C.)nsl- . \/-N
NOTE:The code items listed in thi-s report
listing of all possible code requirements
selected sections of t.he code.
Address: 1886 W. GORE CREEK DR.
ConTraCTOr: BOLES CUSTOM BUILDER
Architect: BRENT ALM
Engineer: MCGHEE
Plans ExAMiNET: CHUCK FELDMANN
are not intended to be a complete
in the 1991- UBC. It is a guide to
AREA MTN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Master bath
2 Master bedroom2 Ha11s, closets, etc.
TOTAL FOR FLOOR
1 T .;,.; -^ -^^*r JJJ V -!rrv r \J\J! L
1 Kitchen
l- Bath room
1 Bedroom #11 Bedroom #2
1 Bath room#2
1 r'\'i - i -- -^^--r uf trf rr:j t r.,vr!!
1 Tfrllc ,,. 1.'\c6l- c at- rT
TOTAL FOR FLOORB Storage roomB GarageB Utility room
B Furnace room
B Ha11s, closets, etc.
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
I
3
A
r44
szv
1.1.1
650
320
83
40
l__16
1_05
38
l_7 8
107
989
L22
400
165
33
980
1,639
0.00
0.00
32.00
10.00
0.00
11.801n qn
0.00
17.80
0.00
0.00
0 .00
0.00
0.00
0.00
7 .20
15 .45
0.00
IO. UU
s.00, nn
s.90
5.25
1.90
8.90
0.00
No
Yes
No
No
No
No
Yes
YeS
No
No
No
No
No
No
No
No
Yes
0.00
0.00
8.25
0.00
0.00
1
1
1
1
l_
l_
1
t-
l-
t-
l_
L
L
1
t-
1
l_
l-
1
t_
1) EGRESS - An operable window or door that opens directly to the exterior
is required from this room. The minimum cl-ear openable area must meet
the following. -- Sec. 1'204.
The mj-nimum cl-ear height is 24 inches
The minimum clear width is 20 inches
The minimum clear area is 5.7 square feet
The maximum sil1 heiqht is 44 inches
2l The number of exits is based on Table 33-A (Dwellings)
3) A mechanical venEilation system may be used in in lieu of exEerior
openings for ventilation. -- Sec. L205. (c)
4\ The requiremenE for an egress window in the basemenE is based on
Sec. L204.
ROOM DIMENSTONS:
Habitable space sha1l have a ceiling height of noL less Ehan 7 feet 6
inches. Kitchens, hal1s, bathrooms and toilet compartmenLs may have a
ceiling height of 7 feet measured to the lowest projection. If the ceiling
is sloping, then Lhe minimum height is required in onLy 1,/2 of the area.
--Sec. L207 . (a)
Every dwelling unit shall have at least one room which has not less than 120
square feet of floor area. Other habitable rooms excepL kiEchens shall have
an area of not less than 70 square feet. -- Sec. L207.(b)
Habitable rooms other than a kitchen shall not be less than 7 feet in any
dimension. -- Sec. 1207. (c)
GLAZING REQUIREMENTS:All glazing in hazardous locations is required to be of safety
a1 az.i n.r maf eri al - -- Sec. 5406. (d)
:,+99+rr:,1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sfiding panels of sliding door assembl-ies and
panels in swinging doors other than wardrobe doors.
3 ) Glazing in storm doors.4l Glazing in all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a building wall
arrr.l ne i nrr f P-.Iese compartments where the bottom exposed edge of the
glazing is less than 60 inches above a standi-ngr surface and drain in1et.
6) Glazing in fixed or operable panels adjacent to a door where Ehe nearest
exposed edge of the qlazxing is within a 24-inch arc of eiLher vertical-
edge of the door in a closed position and where the bottom exposed edgre
of the glazing is less than 50 inches above the walking surface '7) Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 5 above, than meets all of the
following conditions:A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the f1oor.
c. Exposed top edge greater than 36 inches above the f1oor.
D. One or more walking surfaces wiLhin 36 inches horizonlally of the
plane of the glazing.
8) Glazing in railings regardless of height above a walki-ng surface.
Included are structural baluster panels and nonstructural in-fi11
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS :
A smoke detector is required on the ceiling or wall at a point centrally
located in the corridor or area giving access to each sleeping area.
-- Sec. 121-0. (a) 4.
A smoke detector is required on the ceiling or wall in each sleeping
area. -- Sec. 1210 . (a) 4.
A smoke detector is required in the basement. -- Sec. 1210.(a) 4.
A smoke detector is required on all stories. -- Sec. 1210.(a) 4.
If the upper l-evel contains sleeping room(s), a smoke deEector is required
in the ceiling of the upper level cl-ose Lo the sEairway.
-- Sec. 1210. (a) 4
Smoke detectors are required to be wired to the building's power source and
shall be equipped with a battery backup. -- Sec. 1210.(a) 3.
Detectors sha11 sound an alarm audible in all sleeping area of the dwelling
in which Ehev are located. -- Sec. 121-0. (a) 4.
OCCUPANCY SEPARATTON:
Between the garage and the residence, materials approwed for thr fire
construction are required on the garage side only and any doors between
the garage and the residence are to be a self-closing L 3/8 inch solid
core door or a 20 minute fire door. -- Tabl-e 5-B & Sec. 503.(d) exc. #3
STATR REQUIREMEMTS:
A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306.(b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3305. (c) exc. #Lprovj-de a handrail on one side a stairway 34 to 38 inches above the nosing if
there is 4 or more risers. -- Sec. 3306. (i)provide a guard rail where drop off is greater than 30 inches. Minimum height
= 36 inches, maximum openi-ng size = 4 inches. -- Sec. 17L2. (a) exc. #1-
The minimum headroom is 6 ft.- 8 i-nches. -- Sec. 3306. (o)
Encl-osed usable space under the stairs is required to be protected as required
for thr fire-resistive construction. -- Sec. 3305. (1)
SHAFT ENCLOSURES:
l-) Chut.es and dumbwaiter shafts with a cross-secEi-onal area of noE more than
9 square feet may lined on the inside with not. less than 26 gage
galvanized sheet metal wit.h all joint.s locklapped. The outside must be
t hr const.ruction. A11 openings into any such enclosure sha1l be protected
by not less than a sel-f-closing solid wood door I 3/8 inches thick or
equivalenE. -- Sec. 1705. (f)
2l Gas vents and noncombustible piping installed in wafls passing through
3 floors or less do not need to be in t hour shafts.
-- Sec. 1706. (c)
3) Shafts for gas vents, factory-built chimneys, piping, or ducts Ehat do
not exEend t.hrough not more Ehan 2 floors need noE be in t hour shafts.
-- Sec. 1706. (c)
4) A11 other shafts are required to be enclosed in a l- hour assembly.
-- Sec. 1706. (a)
ADDITIONAL REQUIREMENTS :
For R3 occupancy
Thj-s project wiLl require a site improvement survey.
shal1 be submit.ted and approved prior to request for
i-nspection.
A1l crawl spaces wiEhin the Town Of Vail are limited
structural floor ceiling height of 5', be earttr floor
venEilated as per UBC 251-5(C)5 with minimum access as
2516rc) 2 and maximum access of 9 sq. ft.
Qr r ch q.r r rrzetl
frame
to a earLh to
on1y, beper UBC
Any building site with a slope of 30 degrees or more shall reguire an
engineer design. Such design sha11 address drainage, soil retainage
and sEructural design.
ExcavaEion below slabs on grade sha11 not be permiEted without prior
approval .
Address numbers shall be posted plainly visible and legible from Ehe
For M1 occupancy
Slope garage floor to allow for drainage to outside to provide a
floor drain wit.h sand and oi1 int.ercepEor t.o dry well or to sewer.
Any garage floor drain connected to sewer must be approved by Upper
Eagle Va11ey Water c Sanitation District.
In garages with living area above, the walls of the garage wiich are
bearing Ehe area above shall be protected with one hour fire
resisEive consEruction. UBC 503 (B) .
TOWN OF VAIL
75 S. FRONTAGE RD.
vArL coLoRADO 81657
(3031 479-2L39
**************** INFORMATION INPUTED
TOTAL VALUATTON ... 17341.6 THE NEW
THIS IS NOT A FAST TRACK
***************
sQ. FT. ADDED.... 0
PERMIT
113 0
THE
THE
THE
THE
OTHER VAL,UATIONS
BUILDING VAIUATION
ELECTRICAL VALUATION. .....
PLUMBING VALUATION
MECHINACAI, VALUATION
145000
97 4L
12675
6000
* * * * * * * * * * * * * * * * PERMIT FEE INFORMATION ************
BUILDING PERMIT FEE.. 1.036
BUILDING PLAN CHECTI F88..... 673.4
ELECTRICAL PERMIT FEE....... 180
MECHINACAIJ PERMIT FEE......' 1.20
MECHINACAI PLAN CTIECK FEE... 30
PLUMBTNG PERMIT FEE.. . 1.95
PI,UMBING PLAN CHECK FEE..... 48.75
RECREATION FEE 1].3
DESIGN REVIEW BOARD F88..... 2OO
CLEAN UP DEPOSET ...... 5OO
TOTAL PERMIT FEES. .... 3096.].5
ss,D,,a*
rrchltgcturo
DATE: 2b July, 1993
TO: Tlm Dcvlln
Town of Vail Planrcr
FROIII: Brent Alm, Proloct Archltect
Structurca, Archltecturc & Plonnlng
RE: Drlveway dralnage roqulrsment por Publlc woik3
B.rtlett Recldence FomodeUAddltlon
Lot 50, Vall Vlllage We.t Flllng #2
ng
Sheet Beference
See Altached
apecltlcatlons.
Descrlotlon / Commanir
The grades have been dranged to allow lor drainage @ the bottom ol
the &iveway. The driveway is concrele as in the original drawhg.
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P.O. Box 5211
Vail, Colorado
8105E
trol€phone
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APPLICATION FOR REVOCABLE PERMIT TO ERECT OR
A STRUCTURE ON A PUBLIC RIGHT-OF-WAY
'THIS FORM CANNOT BE REDUCED
(Please $pe or print)
DATE ?. LU .q+
OWNER OF PROPERW dHFI€ EFPTLETT
NAME OF APPLICANT
ADDRESS
Fence
Wall
Landscaping I
Other
LEGAL DESCRIPTION OF
Wltrtt-
LOT q E#11-
VAIL, Cp. blv9b
PROPERTY TO BE SERVED:rr'tLLar,,7 UleaT #e-
SUBDIVISION (lf necessary, attach
description on separate sheet).
Corner lot Inside lot X
DESCRTPTTON OF STRUCTURE OR |TEM(S) |NTO R|GHT-OF-WAy:
Llrl'tD€'cAPat-u, _ tfu we+tur( P\/A(ts
Atlach plans showing encroachment, property line, sidewalks, curbs, intakes, hydranb,
meters, manholes, any other atfected appurtenance in the project area (to scale or
dimensioned) and section(s) as well as elevations (if applicable).
Does structure presently exist?Yes lnrr-" -
Proposed date for commenoement ol construction
In consideration of the issuance of a revocable permit for the structure above indicated,
applicant agrees as follows:
1, That the structure herein authorized on a revocable permit basis is restricted
exclusively t0 the land above dcscribed.2. That the permit is limited specifrcally to the type of structure described in this
application.3. That ths applicant shall notify the Town Manger, or his duly authorized agent, twenty-
lour hours in advance of the time for commencement of construction, in order that
proper inspection may be made by the Town.4. The applicant agrees to indemnify and hold harmless the Town of Vail, its officers,
employees and agenE from and against all liability, claims and demands on account of
lnjury, loss or damage, lncluding without timitation claims arising from bodily injury,
personal injury, sickness, diseasd, death, properly loss or damage, or any other loss of
any kind whatsoever, which arise oul ol or are in any manner connected with
applicant's activities pursuant to this permit, if such injury, loss, or damage is caused in
whole or in part by, or is claimed to be caused in whole or in part by, the act, omission,
enor, prolessional enor, mistake, negligence or other fault of the applicant, his
contractor or subcontractor or any officer, employee or representative of the applicant,
his contractor or his subcontractor. The applicant agrees to investigate, handle
respond to, and to provide deferse for and defend against, any such liability, claims, or
demands at the sole expense of the applicant. The applicant also agrees to bear all
other expenses relating thereto, including court cosls and attorneyls fees, whether or
not any such liability, claims, or demands alleged are groundless, false, or fraudulent.
Applicant agrees to procure ancl maintain, at its own cost, a policy or policies of
insurance sufficient to ensure against all liability claims, demands and other obligations
assumed by the applicant pursuant to this Paragraph 4.
Applicants turther agree to release the Town of Vail, its officers, agents and emptoyees
trom any and all liability, claims, demands, or actions or causes of actions whatsoever
arising out of any damage, loss or injury to the applicant or to the applicant's property
6.
7.
8.
caussd by the Town of Vail, lts officers, agents and employees while engaged in
maintenance or snow removal activities or any other activities whatsoever on Town of
Vail property, slre€ts, sidewalks, or tights-of-way.
That ths permlt rnay b€ revoked whenever it is determined that the encroachment,
obstrucllon, or other structuro constitutes a nulsance, destroys or impairs lhs use of
the right-of-way by the public, constitutes a traflic hazard, or the proporty upon which
lhs encroachmenl, obstruction, or stucture exists is required for use by the public; or it
may be revoked at any time for any rreason deemed sufticienl by the Town of Vail.
That the applicant will remove, at his expense, lhe encroachment, obstruction, or : i
structure within ten days after receiving notice of any revocation of said permit.
That the applicant agrees to maintain any landscaping associated with the
encroachmsnt on the right-oFway.
That In tho event sald removal ol the encroachment, obstruction, or structure ls not
accomplished wlthin ten days, the Town ls hereby authorized to remove sarne and
have ths right to make an ass€ssment against the property and collect tho costs or
rernoval In the same manner as general ta(es are collecled.
That the applicant has read and underctands all of he terms and conditions sel forh in
this appllcation.
9.
(lf joint ownership, both signatures)
ROVED:
Date
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BARTLETT EXTERIOR FINISHES
STANDING SEAM METAL ROOF
Benidge Manufacturing >
COLOR: Hemlock Green
FASCIA & SILL TRIM
Devoe Paint
Solid Color Exterior Stain
COLOR. #SC 101, Greenstone
SOFFIT / SIDING
Devoe Paint
Solid Color Exterior Stain
COLOR:#SC 87, Grey Smoke
STUCCO (Accent)
\COLOF: OFF WHLTE
Equalto BM #979
STUCCO (Field)
COLOR: OFF WHITE
Equalto BM #962
TRUSS & DECK SUPPORTS
Devoe Paint
Solid Color Exterior Stain
COLOR:#SC 59, Seaguil Gray
,"
WINDOW FRAME
WEATHERSHIELD WINDOWS
ALUMINUM CLAD
COLOR: Dessert Tan
(Matches color of truss & deck supports)
)
9r9!LE VENEER @ GARAGE& RETAINING VYALLS
Sardstone. light-butf, random cut
horizontal pattern
R
rlecturearch
P.O. Box 5211
Vail, Colorado81ffi
rns
tel€phon€
303.926.5257
S
r,a.s
archit€clure
MEMORANDUM
DATE: 15 July, 199i1
TO: Andrew Knudtaen
Planner, Town of Vail
FROM: Brent Alm, Structures, Archltecturo & Planning
RE: Changee glnce DRB epproval to the Bartlett Resldence
Remodel/Addltlon, Lot 50, Vail Village West #2.
A-1 The on grade patio area lo the soulh oUKe house at
Levels Two and Three have be cul Due to ths site
ng
P.O. Box 5211
Vail, Colorado
81658
l€lephono
303.926.5257
grades, the co6t of excavation, required retainage, and stone
work on lhis parl of lhe sile were beyond th€ proiect budget.
Landscape associated with part of the site plan has not be€n
cul out, rather the same number of lrees is on the landscape
lisl and will be used to further butfer the new garage.
A window has been added lothe vrest wall of the Level On ,-'Slorage Room #106.
One window was deleted on the wesl end (south end) ol the
garago. This was done due to the stone stepping uplhehill p./
wilh the grade.
The stucco above the 3'-6'elevation on Level Three has -,been changed lo siding to match the existing siding (to be 1..-'
re-stained). This was due to budget, but also makes the ne\il
addilion more harmonious with lhe existing house.
_/
/
A -2, A-6West Elevatbn
A-2, A-6 West Bevalion
A-5&6
o
4.5&6 The stone vgne€r has been changed from lvloss Rock lo
llght - buff Sandstone in a horizonlal panom. This wr
chmge was reguested by the Owners. The color palate of
grem metal rool and ndural obred stains will be findized m
soon as color mock-ups can be approved by the owne
(colors wil Fmain ln the ndural tme with a final list and
to be subnitted lor silafl approml).
on the upper part of the W€6t
Andy, I belleve I have covercd all of lhE chang€s thal have ocarred sin@ our DRB approval.
Please contac,l me if yotr see any problem with getting stalf apprwal lor these shange€ as we
widr to get a building permit as soon as possiHe.
Dr. Donna Bar{ett
Dr. Chrb Badlett
BKAiba
023 bar{ott
elevation were eliminaled due to budget.
Thanks,
Br6nl Alm
fr Aer za-,' zD 2 l/)?-lu-
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TOWN OF VAIL CONSTRUCTION
PERMIT APPLICATION FORM
DAIE. .7+-/143
i
APPLICATION MUST BE FIILED OUT COMPLETEL,Y OR IT MAY NOT
bae|/
BE ACCEPTED
******************************PERMITINFoRMATIoN*****************************
tt'1-n"nai"s tf,l-efotnlittg [ ]-Electrical [ ]-E]ectrical [ ]-other
ilob Name:c€ ilob Address:
Legal Description: Lot 6O BIock Filing
Owners Name:i-tu?T Address:
Architect: B<p*.t Autt Address. P,o, tsor 6z\t V/a! P:h.qzb'Ezr7
General Description:
work Ctass: [ ]-New X-ert"r.tion p4-additional [ ]-Repair [ ]-ot'her
Number of Accommodation Units:o
Number and Type of Fireplaces: Gas Appliances
* * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** ** VAIUATIONS
BUrr.,DrNG; l45,0OOPLUMBING: IL U1f
ELECTRICAI, z 1Z*l
Number of Dwelling Units: I
****************************
General Contractor;
Address:
Electrical
Address:
Plumbing Contractor:
Address:
Gas Logs Wood/Pellet
*********************************
OTHERS
TOTAI,S
Town of Vail R99.. NO.-
Address:Phone Number:
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * tt * FoR OFFICE USE * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANICAI? C?OOO
CONTRACTOR TNFORMATION
5 h(,
(-,
***************************
Town of Vail Reg. NO.lb8-B
Phone Number: 4ZG'5zOz
Town of VaiI Reg. No.\SG-tr^
"Phone Number: 8L1 't772
Town of Vail Reg. No.lsq-f)
Phone Numberl 4zr. - Zg+1
.213 ------%---
a
BUILDING PER}TIT FEEs
PLUMBING PERMTT FEES
MECIIANTCAL PERMIT FEE:
RECREATION FEE:
BUII,DTNG PI-,AN CHECK FEE:
PLUMBING PI,AN CHECK FEE:
I'{ECHANICAL PI-'AN CHECK I"ZAZ .?d -
CLEAN-UP DEPOSTT:
F M /a"l TOTAL PERMIT FEES,:
VALUATION BUILDTNG:TYPEt/GROUPK3
\
Ph.
Contractor:
Mechanical Contractor:
sQ. FT!
ZONING:
- z_-
Town of VaiI
25 South Frontage Road
Vail, Colorado 8L657
(303 ) 479-2L38
Plan review based on
the l-991 Uniform Buildinq Code
Name: BARTLETT RESIDENCE
Date: July 28, L993
Occupancy: R3 , M1
T\zpe of Const: V-N
Address: 1885 W. GORE CREEK DR.
Contractor: BOLES CUSTOM BUILDER
ArchitecL: BRENT ALM
Engineer: MCGHEE
Plans Examiner: CHUCK FELDMANN
This project will require a site improvement survey'
This survey shall be submiEted and staff approved
prior to a request for a frame inspection' Under no
circumstances will a frame inspect.i-on be done
wit.hout an approved site improvement survey.
A11 areas delineated as crawl spaces or nonhabit.
basement shatl- have less than 5'ht' from earth to
structural floor/ceiling above, be ventilated as per
UBC 2515, wiEh minimum access as per UBC 2516 and
max. access of 9 sq. ft.
Exterior surfaces with stucco sha11 be provided wiLh
exterior metal lath as per UBC 4705 with 2 layers of
paper. Windows and doors are required to be
adequately flashed(not with just screed metaf). A
laLh inspecEion is required prior stucco
application.
This nro'i ect is resEricted from the burning of wood'in firenlaces- Unless t.he 1ot. is a restricted lotvF/+evvv. !
in size, three gas logs fireplaces and three gas
appliances are permitted per unit allowed. Gas 1og
chimneys enclosures shafl be one hr. protected.
rn baEhrooms wiEh a tub or shower and in 1aundry
rooms a mechanical ventilation system connected
directly to Ehe outside sha11 be provided. BaEhrms
whj-ch contain only a water closet or lav. may be
ventilated wit.h a recirculaEing fan. UBC 1205(c) .
Domestic clot.hes dryer exhausE ducts shal-l be
'i nsl-alIed as ner UMC 1104 and 1903. Flexible duct
connect.ors may noE exceed 6' in length and shall not
be concealed within construction. Ducts shall
terminat,e ouEside the building and not exceed 14'
length.
t_0
11
IZ
Crawl- spaces are required to be ventilated by
mechanical means or by openings. Such openings
sha1l have a net area of not less than 1 sq. ft. for
each 150 sq. ft.. of under-floor area. UBC 2515(c)6.
Provide a minimum I8x24" underfloor access. UBC
zSra tct z.
No domestic dishwashing machine shal1 be directly
connected to a drainage system without the use of an
approved dishwasher air-gap fitting. UPC 608.
Cross connecEion control devices sha11 be installed
to protect pollution of potable water supply by use
of approved backffow prevention devices. UPc 1003.
Plurnbing fixtures with mechanical apparaEus sha.l-l be
supplied with an access panel for inspection and
repair of equipment.. UPC 904.
Domestic ranqes shall have a vertical clearance
above the cooking surface of not less than 30" to
unprotected combustible material . UMC 1901-.
In buildinqs of unusually tight construction (a11
new construction within the Town of VaiI),
combustion air shall be obtained from the outside.
Such combustion al-r openings sha11 be as per tMC Ch'
Furnaces not List,ed for closet or alcove
installation shall- be installed in a room or space
having a volume at least l-2 times the volume of the
furnace. A boil-er unit. will require a space 15
times larger Ehan the boiler. UMC 504(b)
Supply a mechanical drawinq indicating design of
system, size (BTU and volume) of equipment, vent
location and termination, and combustion air to be
supplied prior to any installati-on.
Gas piping shal1 not be inst.alled in or on the
ground under any building or structure and exposec
gas piping shall be kept at least 6" above grade.
uMc 2213 (b)
Due to Colorado SEate Statutes, all sink faucetts
and shower heads are required to utili-ze flow
restriction devices. A1so, the maximum water closet
flush usagie is limited to a maximum of 3.5 gallons
per flush.
13
1A
15
l-o
11
18 At eaves and valleys an adequaEe underlayment shall
be provided to protect a strucEure from ice buildup
and water damage. Tvro layers of felt solid mopped
to sheathing and between layers or a commercial
water & ice shield may be used as per Table 3281 .
75 Soatb Frontage Rottl
Vail, Colorado 81657
t 0 t -47 9-2 r 3 I / 47 9 -21 t9
Dcportment of Commuity Deoelopment
March 11, 1993
Christopher Bartlett and Donna Mumma Barlleft
1886 West Gore Drive
Vail, CO 81657
RE: PEC Meeting on February 22, 19931A request for a site coverage variance to allow an
addition and garage for the residence located at 1886 West Gore Creek Drive/Lot 50,
Vail Village West, Filing No.2.
Dear Mr. and Mrs. Barilett:
Enclosed is a copy of the minutes of the February 22, 1993 Planning and Environmental
(PEC) meeting at which your site coverage variance request was approved. The atlached
copy of the meeting minutes will serve as your record of the conditions of approval.
Please that the approval of this variance shall lapse and become void if a building permit is
not obtained and construction not commenced and diligently pursued toward completion, or if
the use for which the permit is granted has not commenced within two years from approval
(February 22, 1993). lf approval of this variance lapses, an application must be resubmitted
for reconsideralion by the Community Development Department staff and the PEC.
lf you have any questions or comments regarding this information, please do not hesitate to
contact Andy Knudtsen at 303/479-2138.
Enclosure
4.
TILICOPY
Dalton Williams asked how many spaces were available in the east lot.
Mike Mollica stated that if "We Recycle'was moved off-site, there would be
approximately 20 to 23 parking spaces available.
Chuck Crist moved to amend Jeff Bowen's motion to show that the east lot would be
for non-Police employees until it is shown that the Police need all of the spaces in the
lot.
A 4-3 vote resulted with Greg Amsden, Jeff Bowen, Gena Whitten and Chuck Crist
approving the request and Dalton Williams, Diana Donovan and Kathy Langenwalter
opposed.
Diana Donovan stated that she supports the direction of the project and the direction of
the motion, but felt that the parking was still inadequate.
Kathy Langenwalter agreed with Diana with regards to the parking issue.
Dalton Williams stated that since there was no applicant present with the authority to
accept the ten conditions, he could not support the project. He also agreed with Diana
concerning the parking issue.
Kristan Pritz stated that this item would probably be called up at the March 2, 1993
Town Council evening meeting.
A request for a site coverage variance to allow an addition and garage for the
residence located at 1886 West Gore Creek Drive/Lot 50, Vail Village West, Filing #2.
Applicant: Christopher Bartlett and Donna Mumma Bartlett
Planner: Andy Knudtsen
Andy Knudtsen made a presentation per the statf memo and stated that the staff
recommended approval of this request with two conditions: 1) that the applicant obtain
a revocable right-of-way permit, and 2) that the driveway be modified.
Chuck Crist motioned to approve this request for a site coverage variance with the two
conditions outlined in the staff memo with Jeff Bowen and Gena Whitten seconding the
motion, with a unanimous 7-0 vote to approve this request.
A request for a minor subdivision and a zone district change from Primary/Secondary
Residential to Low Density Multiple Family, and a request for a wall height variance for
the Schmetzko proporty, generally located at2239 Chamonix Lane, more particularly
described as:
Eglgg!: A rad ot lsnd containing ono acre, nore or less. locabd In $e Soufi I 2 ol rhe South Eest | /4 of Sedton I I , Towl|8hlp 5
Soulh, R8ngs 8t W6t ot th9 Slxh PrinciFl Meridien, more F dcularly doEcrlbod 6 follou/3:
PLnnlng rnd Envlrcom.nl.l Cor nb.bn
F.brulry 22, t e03
5.
1l
Project Application
Project Name:
Project Description:
Contact Person and Phone
owner,Addressandphone: Po BzA/ f z// ,/a,/ 1d €//sy
i
Architect, Address ,and Phone:
l' tfrL.- n' 4e'-.- I At',v'<-
Legal Description' Lot 5Z , g1o.1 r,ti.g /a:/ /)t/af L)"+h"# z
Com mentsi
Design Review Board
Motion by:
on s/l/q t
DISAPPROVAL
seconded or, E7 o- o L
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- (//Summary:
,$a l*
Town Plan ner,/. ,/o^r", Sr///4 s
0 Statt Approvat
. PLEASE
DRB IPPLTCATION - TOMI Otr \Tf,II.,
DATE APPLICATION RECEIVED :
DATE OF DRB MEETING:
l sevired slrlglr
cotpR.trDo
Ilrc'D i.i,ri : 1995
t l*i,tulr qc
iltt**ttttt
TEIS IPPI.IICtrTTON MI.I, NOT BE .ICCEPIED
ttNtrr., tI.L REQUTRED rNtoBxtrloN rs sgB|ITalD***ttt*t**
I.PROJECT TNFORMATION:
A. DESCRIPTION:APPITIAN
DP,tV6
B.TYPE OF REVIEW:
New Construction ($200.00)Minor Alteration ($20.00)
A aaoition ($5o.oo)Conceptual Review ($0)
ADDRESS:
LEGAI DESCRIPTION: t ot -fu- Flrccl+--
Subdivision VA tL VtLt A.6E:- r,tJg6f . FlLlN4 fia
If property is described by a meets and bounds lega1
description, please provide on a separate sheet and
attach to this application.
ZONING:Ptarur.raY /6?o.r'^,e-a
applicant must provide a current
Lot area.
NA},IE OF APPLICANT:Mailing Address:
E.
F
G.
LOT AREA: If required,
stamped survey showing
H. NAME OF APPLICANT'S REPRESENTATIVE: FFTFIT ALI
Mailing Addressz ?,o,WXryzl . xf-
I.NAME OF O}INERS:
*SIGTIATORE (S) :Mailing AddresS:
Phone
Condominlum Approval if applicable.
DRB FEES DRB fees, as shown above, are to be paid atthe tlne of subnittal of DRB application. tater, when
applying for a building permit, please identj-fy the
accurate valuation of the proposal . The Town of Vailwill adjust the fee according to the table below, to I tensure the correct fee is paid. --,* ?/il41' EE'E PAIDr S =-r{) I A
FEE SCHEDULE:
-&,
\:_z
vALUArroN FEE vf //L7I 0-$ 10,000 $20.00
$10,001 -s 50,000 $50.00$ 50,001 - $ 150,000 $1o0. oo
$150,001 - $ 500,000 $200.00
$500,001, - $1,000,000 $400.00$ Over $1,000,000 $500.00
* DESIGN REIXIEW BOARD AFPROVAL EXPIRES ONE YEAR AFIER rINAL
.IPPRO\TAIJ UNI'.ESS .f, BSII'DING PERI{IT IS ISSUED A}TD CONSIRUCIION IS
STARTED.
**NO APPLICATION WILL BE PROCESSED WIIEOUT OIfNER'S SIGNATURE
-,-
J.
K.
.II.PRE.APPLICAT]ON MEETING :
A pre-application meeting with a menber of the planningstaff is strongly encouraged to determine if any additionalapplication information is needed. It is the applicantrsresponsibility to make an appointment wlth t,he staff todeternine if there are addit.ional submittal reguirements.Please note that a coMpLETE appJ.ication wiLL streamline t,heapproval process for your project.
III. IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
A. In addition to neeting subnittal reguirements, theapplicant must stake and tape tbe project site toindicate property lines, building lines and buildlngcorners. Atl trees to be removed must be taped. Alfsite tapings and staking must be completed piior to the
DRB site,visit. The applicant must ensure that stakingdone during the winter is not buried by snow.
B. The review process for NEW BUILDINGS normally requirestwo separate meetings of the Design Review Board: aconceptual approval and a final approval . Applicantsshould plan on presenting their development proposal ata ninimum of two meetings before obtaining finalapproval.
C. Applicants who fail to appear before the Design ReviewBoard on their scheduled meeting date and who have notasked in advance that discussion on their iten bepostponed, will have their items removed from the DRBdocket until such tine as the iten has beenrepublished.
D. The following items may, at the discretion of Lhezoning administrator, be approved by the ComnunityDevelopment Department staff (i.e. a formal hearingbefore the DRB may not be reguired):
a. Windows, skylights and similar exterior changeswhich do not atter the existing plane of thebuilding; and
b. Building addition proposals not visible from anyother lot or public space. At the time such a -
proposal is submitted, applicants must includeletters from adjacent property owners and/or fromthe agent for or manager of any adjacent
condominium association stating the associationapproves of the addition.
E. If a property is located in a mapped hazard area (i.e.
Bnow avalanche, rockfall, fLood plain, debris flow,wetland, etc) r a hazard study must be submitted and theowner must sign an affidavit recognizing the hazardreport prlor to the issuance of a building permit.Applicants are encouraged to check with a Town plannerprior to DRB application to determine the relationshipof the property to all mapped hazards.
F. For all regldentlal construction:
a. Clearly indicate on the floor plans the insidefaee of the exterior structural walls of thebuilding; andb. Indicate with a dashed line on the site plan afour foot distance from the exterior face of thebuilding walls or supporting columns.
G. If DRB approves the application r.rith conditions ormodifications, all conditions of approval must beresolved prior to Town issuance of a building permit.
LIST OF MATERIAIS
NAME OF PROJECT:
I.,EGAL DESCRIPTION: LOT 50 ETOCK SUBDIVISION
STREET ADDRESS:
DESCRIPTION OF PRO,JECT:
A\L
flutsr \J6;r
The following information is
Review Board before a final
BUILDING MATERTALS:
Roof
Siding
Other Wall Materials
Fascia
Soffits
S!indows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
LANDSCAPING: Name
submittal to the Design
be given:reguired for
approval can
A.IAL COLOR
A<\?r. NooD
vtx-Lo
5TANF
w@D
w@D
gT.J(rc
METFL CF,ID
B.
PLANT MATERIAIS:
PROPOSED TREES
of Designer:
Phone:
Botanical Nane , Ouantitv Size*-iY" ryze-tG' zt zw
Low*oo evrt;pfrir:E l?t-9
EXISTING TREES TO
BE REMOVED
*Indicate caliper for deciduous trees. Minimum cafiper for
deciduous trees is 2 inches. fndicate height for coniferoustrees. Minimun heiqht for coniferous trees is 6 feet.
wao/cl*o
C1-,FD
afl)c(D
Pr.ANr MArER.r^-
PROPOSED SHRUBS
Botanical Name Comrnon Ouantitv Slze*
Pr{?Mrf\Lr-A \rr.F. Fo1€l.ITtu+( w 5*l-,
Nvar geft Js c^a+w-r WUW vo _54L.
9dwa6rE(- Po
PrPtxla cgw+ffipaffi
EXISTING SHRUBS
TO BE REMOVED
*rndicate size of proposed shrubs. Minimun size of shrubs is
5 qalIon.
TvDe Square Footaqe
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. LANDSCAPE LIGHTING: ff exterior lighting is proposed, please
show the number of fixtures and Locations on a separatelighting plan. ldentify each fixture frorn the tighting plan
on the list below and provide the wattage, height above
grade and type of light proposed.
OTHER LAIIDSCAPE FEATURES (retaining walls, fences, swimmingpools, etc.) Please specify. Indicate heights of retainingwaIls. Maximum height of walls within the front setback is
3 feet. Maxinum height. of walls elsewhere on the propertyis 6 feet.
D.
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+I+rrs Ncr ,g
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town of Vail on February 22,1993, at 2:00 P.M. in the Town of Vail Municipal Building.
Consideration of:
1. A request for a wall height variance for a property located at 3130 Booth Falls
CourULot 6, Block 2, Vail Village 12th Filing
Applicant: Johann Mueller
Planner: Shelly Mello
2. A request lor a proposed SDD and minor suMivision to allow for the development of
single family homes located on Tracts A and B, The Valley, Phase ll/1480 Buffer Creek
Rd.
Applicant: Steve Gensler/Parkwood RealtyPlanner: Andy Knudtsen
3. A request for a setback variance and site coverage variance to allow an addition and
garage for the residence located at 1886 West Gore Creek Drive/Lot 50, Vail Village
West, Filing #2.
Applicant: Christopher Bartlett and Donna Mumma Bartlett
Planner: Andy Knudtsen
4. A request for a work session for a site coverage variance to allow an addition to the
residence located at Lot 8, Block 3, Vail Village 11th Filing/3090 Booth Creek Drive.
Applicant: Flose Foster GillettPlanner: Tim Devlin
5. A request for a wall height variance to allow the construction of hazard mitigation
located at Lot 16, Vail Valley Third Filing/2039 Sunburst Drive.
Applicant: Mike GrisantiPlanner: Jim Curnutte
6. A request for a conditional use permit to allow for a Type ll Employee Housing Unit, for
the May residence, located at Lot 6 and the east 1/2 of Lot 5, Vail Village 7th
Filing/1 119 Ptarmigan Road.
Applicant: Paula MayPlanner: Tim Devlin
7.A request for a conditional use permit for an addition to the Municipal Building to house
the Vail Police Department, located at 75 South Frontage Road West (at the east end
of the existing Municipal Building), and as legally described below:
A parl ol lh€ Soulheasl 1/4 ol Secrlon 6, Township 5 Soulh, Bango 80 W€st of lhe Sixth Princlpal Meridlan, County ol Eagle, Stale ol
Colorado, more padicularly dsscribod as lollows: Comngndng ai lh€ Soufigast cg.ner ol said Soclion 6, lhenco Nonh 0O doorc€s
A8 minulss t6 seconds W€st and along tho Easl line ol said Southeast 1A ot sald Section 5 72.75 the Easl line ol Eald Southesst
ta of said Sl€clion 6 72.75 loet lo a poinr, said point being 110.m fe€t nonhsasl€dy trom lho Eoulh€riy righlot-way lin9 ol U.S.
Highway No, 6 as hsasur€d at .ighr angles thsrsto; lhgnco Nonh 79 dsgrs€s z16 minute9 11 seconds Wosl and along a llno parallgl
lo said south€rly right-of-way lin6 '145.50 fsst ro The True Polnt ol B€ginning: thonca Nonh 15 d€gr€gs 08 mlnulB .17 s€conds Easl
78.00 te€l: lhonce Nonh 68 dsgro€s 08 minul€s 35 ssclnds W€st 428.70 f€ol; fisnc€ Nortt 66 degf€es Ol minulas 29 s€conds
W€6t 152.57 fs€t; th€nc€ Soulh 27 d€grg€s 42 minule3 40 s€conds Wesl 192.66 tqol; lhonco Soulh 52 degre6 48 ninul€6 5()
s€conds Easl36.32ls€t lo a point, said point being 110.m f€et nonh€asl from said Soulh right-ot-way lin€ ol U.S. Highway t'lo. G 8s
m€asured at righl angles th€rglo; lh€nce South 79 d€gf€€s 46 mlnut€s 11 ssconds Easl and alono a lins parallsl !o said Souh tighl
ot way lln€ 585.56 feet lo Th€ Tru€ Point ol B€Olnnlng.
Excopt that ponlon conveyed lo lho Boafd ol Counly Commlssion€rs of Eaolo Counly, and lhs D€padmont ot HighwalE, Stal€ of
Colorado by rule and order rscorded January 5, 1971 In Book 219 al PaOo 441.
8.A request for a minor subdivision and a zone district change lrom Primary/Secondary
Residential to Low Density Multiple Family, and a request for a wall height variance for
the Schmetzko property, generally located at 2239 Chamonix Lane, more particularly
described as:
laJqqll!: Aractolland conlaining on€ ac,e, more or less. local€d in he South 1,2 ot the Soulh Easl 1/4 ol S€cllon 11,Township5
South, Ran96 8l wgsl ol lhe Sixlh P,incipal Msridian, rngrs pantcularly describ€d as lolloyrs:
B€ginning at lhe NE corn€r ot the SW 1,4 ol lhe SE I a of said Socion 11: thsnoe w€slorly dom lho northerly lin€ of said SW 1/4 ol
lh€ SE t/4 b€aring sourh 86 20'W a dislancs of 167.80 i. lo a poinl:
Th€nce soubedy alorE a lino 167,80 tt. dlstanr lro.r and parallel to lhs easl lin€ ot said SW'1/4 ol lh€ SE t/4, a dislanca ol200.m
n. lo a Doinl:
Th€nc€ €asrgrly a dlstance ot 167,80 tt. along a line 2q).00 tl dlstanr trom and parall€l b lho north line of said SW l/,1 ot be SE 'll4
lo a polnl on its sasl lino;
Th€ncs €ast€rly on a line parallEl lo th€ nonh line ol the SW 1/4 of he SE l/4 ol S€ction 'l l, a dislancs ot 50.95 fl. lo a poinl:
Th€nc€ nodhorly and Frallelwith ths wesl lino of the €asl 1/2 of lhe SE 1/4 ot said S€clion tl, a dislanca of zOO.m n. b hs point
of inlers€ction vrilh fie €xlension ot lh€ no.lh line of h€ SW 1/4 ol lh€ SE t/4 ol said S€ction I I ;
Thenc€ westorty on a d€Rscravo angt€ t€lt ol95 21'0O along rho oxt€nsioo ol the nonh line of the SW l,/4 ol the SE l/l ot said
S€clton 1 1, a dislanc€ ol 50.95 tt lo the NE corn€r ol lh€ SW 114 ot th€ SE 1/4 ot Section 1'1, b€lng lhe poinr of b€glnnlng.
Parc€l B: Tracl A, Vall H€ights Filing No. 1 accordino lo the rs@rded plat tr|ereoL
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planner:
Town of Vail
Mike Mollica
Erich Schmetzko
Andy Knudtsen
Blanche Hill
Shelly Mello
9.A request for a major exterior alteration, site coverage variance, and landscape
variance to allow exterior modifications to the Hill Building located at 254 Bridge
StreeUa part of Lot L, Vail Village First Filing.
/
Th€ncs northerty and pafallelwith lhe yrest line ol the oast l/2 ol lh€ SE l/4 of said S€ction 11, a distance ol 200,00 tl. lo fis point
ol lnters€ctlon with the exten6ion ot lhs nonh tlne ol rho SW 1/4 ol lhe SE 1/4 ot said Ssdlon 11 ,
Thgnc€ wosl€rly on a dEflectiva angle lefl ol 95 2l'OO' along lh€ €xt€nsion of lhg nonh lins ol the SW 1/4 ol lhg SE 1,/4 ot said
Secttoo 11, a dlslanco of 50-95 tL lo tho NE corn€r ot h€ SW 1/4 of rho SE l/4 of S€clion 11, being Iho polnl of b€glnning.
Pafcal B: Tract A Vall Holghts Filing l.lo. I according lo he t€corded dal lhetoot
Applicant: Erich SchmetzkoPlanner: Andy Knudtsen
4. A request for setback variances, a stream setback variance and a parking variance to
allow an addition to the residence located at 4592 Streamside Circle/Lot 1, Distelhorst
Subdivision.
Applicant: Drs. Fred and Ines Distelhorst
Planner: Jim Curnutte
5. A request for a Bed and Breakfast to be located at 1850 South Frontage Road
WesVLot 3, Alpine Creek Townhouse Subdivision.
Applicant: Dr. Flichard Engle and Gertrude Olson
Planner:Shelly Mello
6. A request for a setback variance and site coverage variance to allow an addition and
garage for the residence located at 1886 West Gore-Qreek Drive/Lot 50, Vail Village
West, Filing #2.
Applicant: Christopher and Donna Mumma Bartlett
_ tti:hlnl.J,:
_d:iiHtl'.ii rl,-rriq:r(--,-r{:.r\tc\.ti-cl rr-r.rttrr-r1 ttrf)
7. A requbbt for a conditional use to allow for an outdoor dining deck for the Uptown Grill
Restaurant, located at 521 East Uonshead Circle/Lot 3, Block 1, Vail/Lionshead First
Filing.
Applicant: Joel Fritz and Richard N. Brown
Planner: Tim Devlin
8. A request to amend Chapter 18.24 Commercial Core l, and Chapter 18.26 Commercial
Core ll of the Town of Vail Zoning Code (relating to exterior alteration).
Applicant: Town ol VailPlanner: Shellv Mello
o
/-fu^)TFuno*wy o
44a-{ua
TICEPUBLIC NO
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vailwill hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town of Vail on February 8, 1993, at 3:00 P.M. in the Town of Vail Municipal Buibing.
Consideration of:
A requesi for a joint work session with the Planning and Environmental Commission
and the Design Fleview Board for a conditional use permit for an addition lo the
Municipal Building to house the Vail Police Department, located at 75 South Frontage
Road West (at the east end of the existing Municipal Building), and as legally
described below:
A parl ot the Sbutheasl ll4 of $ction 6, Towoshlp 5 Soulh, Rango 80 W€sl ol the Sixlh Princlp6l Meddlan, County ol Eagle, sitale ot
Cotorado, mor€ paniculady dgscribed as bllows: Commendng al lh€ Soutleasl comor ol 6aid S€ctioo 6, lhenca Norlh 0O dggr€€s
28 minlt€s 16 seconds Wost and along fi€ Easl llne ol said Soulh€asl 1A ol said S€cllon 6 72.75 th€ Easl ling ol said Southest
114 of sald S€ction 6 72.75 l€ol to a poinl, 6a'd polnt b€ing 110.0o fgsl northoastgrly from lhe Bouth€rly dght-ot-way line ot U.S.
Hiohway No. 6 as moasur€d al dght anglos h€r€lo: thenca Norlh 79 d€qr€€s 46 minut€s 11 sgconds W€sl and along a lins pa|all€l
to said south€dy dght-of-way lino t45.50le€t lo The True Polnl ol Beglnnlng; honcs Nonh 16 degr€es 08 mlnulG 47 seconds Easl
7E.00 te€t; thsnce Nonh 68 degr€es 08 nlnules 35 ssconds W€s1428.2) te€l; f|€nc€ Nonh 68 de9re6 01 mlnutes 29 s€cond8
Wost 152.57 foot: th€ocs South 27 dqgrs€s 42 mloul€s 40 seconds W€st 192.66 tg€t: lhsnce Soulh 52 d€gr€es 48 minut€s 50
s€conds East 36.32 fe€l lo a polnl, sald polnt b€ing 1io.m lsel nonheasl from said South rlghhf-f,,ay line of U.S. Highway t'lo. 6 ag
measu.€d 6t rieht an0l6 theroto; lh€nce South 79 dogreos 46 minulgs 'll soconds Easl and along a llne pa|allel to said South rieht
ol way lng 585.50 t€€l lo Tho Tru€ Pdnt of Beolnnln0.
Excapt fiat portion convoyod to the Board cl,Counlf Commlssion€|s ol Eagl€ Counly, and $€ Departnont ot Higt|waF, Statg ot
Colorado by rule and ordor r€cord€d Janua.ty 5, 1971 in Eook 219 al Pags .141.
2.A request for a major exterior alteration, site coverage variance, and landscape
variance to allow exterior modifications to the Hill Building located at 254 Bridge
StreeUa part of Lot L, Vail Village First Filing.
Applicant:
Planner:
Applicant:
Planner:
Town of Vail
Mike Mollica
Blanche Hill
Shelly Mello
3.A request for a minor suMivision and a zone district change from Primary/Secondary
Residential to Low Density Multiple Family, for the Schmetzko property, generally
located at2239 Chamonix Lane, more particularly described as:
egggl]!: A tacl olland conlaining one acro, more or less, local€d in t|e South t/2 ol the South East 1/4 ofsecton 11, Torrnshlp 5
South, Ranos 81 Wesl ol rhe Sixrh Prlnclpal Merldlan, more paniculady dsscfib€d as lollows:
Boglnnlng at the NE comer ol the SW lA ot lhe SE I A ot Eajd S€ctlon t1: lhone wGrerly alorE fle nonhody llno ot sald SW tA ot
lhs SE l/,f boaring south 86 20'W a distanc€ of 167.80 tt. b a F nl:
Thonco louhedy along a llne 167,&' fL dbgnt ttom 8nd panll€l lo lhe €ast llno ol sald SW tA of ths SE lil. a dbranco of 200.00
tt to a Dolnt:
Th€rco easiorly a diEranc€ of 167.80 fr. along a linc 20O.0O tt dlstanl trom and perarlol lor th. nonh llne of sald SW 1,/if ot f|9 SE 1/4
lo a point on lb €asl llnsi
Th€ncs easl€rly on a llne parallql lo lh€ nonh llns ol he SW 1/4 of he SE 1/4 of S€c on l l, a dlstanca of 50.95 ft, to a polnt:
zlr,q3 Sl,rt qrf '%
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TOWN OFVAIL
@MMUNITY DEVH nPMtrl'tl DEFT.
75 S. FBONIAGE RD.
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TO:
FROM:
DATE:
SU&JECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
February 22,1993
A request for a site coverage variance to allow an addition and garage for the
residence located at 1886 West Gore Creek Drive/Lot 50, Vail Village West,
Filing #2.
Applicant: ChristopherBartlettanOllfBartleftPlanner: Andy Knudtsen
!. DESCRIPTION OF REQUEST
The applicants are proposing to construct a two-car garage in front of their existing single
family home located at 1886 West Gore Creek Drive. The site exceeds 30% slope, and as a
result, the applicants may put the garage in the front setback wilhout requiring a setback
variance. However, for
to 15%.
II
The proposal includes a garage and an entryway. IFlthe applicant had proposed
these two spaces as well as a master bedroom addition, a bay window expansion in the living
room, and a carport area. During the review process, staff told the architect that we would
support only the minimum amount of space required for the garage and the connection to the
house. As a result, the bay window, the master bedroom addition, and the car port were
eliminated and the garage was downsized toJIfD feet (interior dimensions). The
garage will have a site coverage oftrquare feet.
Section18.54.050(|)oftheDRBguide|inesrequiresthat,forthiszonedistridt,H
..-. As a result, the connection
between the house and the garage is required. Staff had requested the architect to narrow
the width of this connection. He pointed out that the footers for the garage will be poured
approximately elght below the tooters of the existing house due to the slope of the lot.
Because of this difference in grade, a reasonable distance away from the house must be
provided to maintain the structural integrity of the existing footers. Staff has reviewed the
design with the Town's Building Official and he believes that the proposed design provides the
minimum distance that is needed, but is not excessive. The entryway will have a site
coverage of 102 square feet.
o
II. ZONING STANDARDS
Zone District: Primary/Secondary
Lot Size: 10,159.0 sq. ft.
GRFA
Setbacks
Front
Side
Side
Rear
Height
Parking
.Site Coverage
Landscaping
'Requires Variance
Allowed
2964 sq. ft.
20 ft.
15 ft.
1s ft.
15 ft.
33 ft.
2.5 spaces
1523.9 sq. ft.
6095.4 sq. ft.
Proposed
2242.2sq.ft.
house - 22.5 ft.
garage - 3 ft.
15 ft.
21n.
96 ft.
33 ft.
4 spaces
1622 sq. ft.
7000 sq. ftl
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DC
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Exisling,.'..$)'v/
1552.7 sqYft.
28 ft.
15 ft.
21ft.66ft.
:
26 ft.
4 spaces
1078.5 sq. ft.
7535 sq. ft.
III. CRITERIA
. ,,-.::.;. .: ,- -r...: . :', .t; :.; 1, 1:': : ': ): 1 i"' 1i..:.-,: 1: ' . ';,' r ''
Upon review of Criteria and Findings, Section 18.62.060 of the Vail Municipal Code, the
Community Development Department recommends approvalof the requested variance based
on the following factors:
A. Consideration of Factors:
1. The relatlonshlp of the rcquested varlance to other exlstlng or potentlal uses and
structures In the vlcinlty.
Staff believes that the proposed additions to the existing home on West Gore Creek Drive will
be reasonably compatible with surounding development. Cunently, the applicants have a
driveway and parking area in the same location as the proposed driveway and garage. Staff
believes that enclosing the parking area with this garage and then screening it with the
proposed landscaping will improve the appearance of the lot. The garage willbe 14 feet high
at the roof ridge And 10 feet high at the side closest to the street. The applicant is proposing
,,P.o,,F|||utr'DUE'lrYEE||u|E,9Grrc9gc||ut||t't,u9t'u|l||gPavgr||u1tl'
hir,Jw
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Since the garage will be located 3 feet from the property line, most of this landscaping will be
in the public right-of-way. The Town Engineer has reviewed the planting plah and is requiring
the applicant to get a right-of-way revocable permit prior to the issuance of a building permit.
He has said that as long as the spruce and aspen are planted a minimum of 7 feet lrom the
edge ol pavement, which is feasible, he will be able to support the right-of-way revocable
request.
2. The degree to whlch rellef from the strlct and llteral lnterpretatlon and
enforcement of a speclfled regulatlon ls necessary to achleve compatlblllty and
unlformlty of treatment among sltes In the vlclnlty or to attaln the obJectlves of
thls tltle wlthout grant of speclal prlvllege.
Statf has supported variance requests on other projects similar to this one. In this case the
applicant is proposing a two car garage and conneclion of this garage to the residence. Staff
be|ievesthatthegarageistheEhi|esti||accommodatingtwocars.
Tha Design Review Guidelines state that in this zone district, garages musl be attached to the
residence on the site. Because the elevation of the garage is 8 feet below the footers for the
existing house, the two can not be adjacent to each other. The entry way portion of the
request maintains structural integrig and fulfills the requirement of the DRB guidelines that
structures be connected. Statf believes that these two additions are reasonable because they
are not excessive in square footage, and are generally consistent with what we have
supported on other variance requests.
During this remodeling effort, the applicant will be installing a new driveway and rebuilding an
existing deck on the west side of the structure. Both of these elements are currently
nonconforming in that the driveway exceedltlplnaximum slope allowed by the Town and the
deck encroaches into the side setback.
Statf believes that
ing these elements into compliance with the code is an important aspect of this propol,;
3. The effect of the requested varlance on llght and alr, dlstrlbutlon of populatlon,
transportatlon and trafflc facllltles, publlc facllltles and utllltles, and publlc
safety.
Staff believes that there will be no impact on the criteria referenced above. The Town
Engineer, during his review of the project, has required that a valley pan be installed at the
intersection of the driveway with West Gore Creek Drive. Other than this minor change to the
plans, the proposal is consistent with all of the Town's standards regarding transportation.
IV. FINDINGS
B.
before orantino a variance:
1. That the granting of the variance will not constitute a grant of special
privilege inconsistent with the limitations on other properties classified in
the same district.
o
That the granting of the variance will not be detrimental lo the public
health, satety or welfara, or materially injurious to properties or
improvements in the vicinity.
That the variance is warranted for one or more of the following reasons:
a. The strict literal interpretiation or enforcement of the specified
regulation would result in practical difficulty or unnecessary
physical hardship inconsistent with the objectives of this tille.
b. There are exceptions or extraordinary circumstances or
conditions applicable to the same site of the variance that do not
apply generally to other properties in the same zone.
c. The strict interpretation or enforcement of the specified regulation
would deprive the applicant of privileges enjoyed by the owners
ol other properties in the same district.
V. CONCLUSION
Staff recommends approval of the requested variance. We believe that the 98.6 square feet
of additional site coverage (which is approximately 1.0%) which the applicant is requesting is
reasonable. Staff believes it meets the criteria as discussed above as well as the findings.
Specifically, staff believes that the request meets Finding lbs the variance would not
constitute a grant of special privilege. The Town has supported variances similar to these for
a minimal amount of excess square footage for the purpose of constructing a garage. Finding
fFl is met in staff's opinion as there will be no impact to public health, safety or welfare.
Finding ft) applies to this request, in staff's opinion, as the strict interpretation of the site
coverage slandards would deprive this applicant from an addition that has been allowed in
other variance situations by the Town. Based on the criteria and findings, staff recommends
approval with the following conditions:
Prior to issuance of building permit, the applicant shall:
Secure an approved revocable right-of-way permit from the Town of Vail for the
landscaping to be planted between the garage and the edge of the asphalt of
West Gore Creek Drive. The landscaping is to include approximately three 6
feet to 8 feet spruce, seven aspen (2'caliper) and fifteen shrubs (5 gal.
minimum size).
lncorporate a valley-pan into the driveway design at the intersection of the
driveway and West Gore Creek Drive.
2.
3.
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Applicant:
Planner:TABLED TO FEBRUARY 22,1993
Chuck Crist motioned to table this request with Jeff Bowen seconding the motion. A
unanimous vote of 6-0 tabled this request until February 22,1993.
A request for a setback variance and site coverage variance to allow an addition and
garage for the residence located at 1886 West Gore Creek Drive/Lot 50, Vail Village
West, Filing #2.
Blanche Hill
Shelly Mello
Chdstopher BarUeft and Donna Mumma Bartlett
Andy Knudtsen TABLEDTO FEBRUARY 22,1993
Erich SchmeEko
Andy Knudtsen
Applicant:
Planner:
10.
Chuck Crist motioned to table this request with Jeff Bowen seconding the motion. A
unanimous vote of 6-0 tabled this request until February 22, 1993.
A request for a minor subdivision and a zone district change from Primary/Secondary
Residential to Low Density Multiple Family, for the Schmetzko property, generally
located at 2239 Chamonix Lane, more particularly described as:
e@a: A tact of land containlng one actq nore or les.. locabd In t|c Soslh 12 of f|e south East lA ol Sec{on 11, Towmhlp 5
Soqth, R8r{€ 6t lv6t ol lhe Slrtr Prlnclpsl Mcridlan, mor€ Fdctrlarly d€s€rlb€d !s follotr8:
B€einnhg at the NE co.ner of rhe SW 1A ot f|. SE ltll of sald S€ctlm 11; th{ca wGbrly aloog ho rcrfierlt lin9 of sald SW l/4 of
the SE lr4 bearbe Eouth 88 A)' W a diBtance ol 167.80 tL b a polnt:
Thence souf|eny abr€ a line 167.9) tt. dbbnt ftom and F allel to the sg3l llne of Eait SW lA of ihe Sg t/zl, a dblane of 200.00
tt to a poinu
Thence oasterly a dbtene of 167.80 tt. along a llne 20.00 tt dbtant fiom and parsllel lo $e nodh line of sald SW l/,1 of fie SE l/a
lo a polnt on l!3 sasl line;
Thenco oasbrly on a line F|8llsl to the nonh llne ot he SW l/4 ol 0|e SE 1/4 of Seclion l l, e distanc. ol 50.95 lf b e pdnli
Thenca nonherly and para[el wlth fie w6l lln€ of the east l/2 ot the SE 1/l ot Eald S€.don tl, a dlsianca ot 200.m fi. b dj9 pol
ot Into'l€cdon wlth th€ exton8lon of th€ no.th llne ot fia SW l/ll ol Ihr SE l/.4 ol Eald Socdon I I ;
Th.nc€ woslerly on a d.fi€otlve angle l€fi of 95 21b(t dong ths ertenslon ot the north llns ot fie SW l/4 ol the S€ 1/,1 ot sald
Secion 1t, a dblanca of 50.95 tL to tha NE corner ot
'le
SW l/4 of tho SE l/4 of S€ction tl, bolng lho polnt ot bsglnnlnC,
Parcel B: Tract A Vall Helghts Rllng l,lo. I eccrrdlne b fio record€d plat ihercof.
11.
Applicant:
Planner:TABLED TO FEBRUARY 22, 1993
Ghuck Grist motioned to table this request wilh Jeff Bowen seconding the motion. A
unanimous vote of 6-0 tabled this request until February 22, 1993.
Discussion:
. PEC Retreat
Kristan Pritz stated that she thought a retreat might be helpful and informative for the
PEC. She then inquired what issues needed to be addressed.
Plannlng and Envlronmental Commlsslon
February 8, 1993 10
Qr*, *, *ffi;o* orrrorl zlt r lq3
DArE: zltvl<3
LEGAL DESCRIPTION: Lot, {V glocK
ADDRESS:iffia. d. 6rrc f ,../ 4.*--
Filinq 1/*/ //r/1.* at+/ lz
-
owNER 4l---,^* /h,.r.".^,-,,--,^
ARCHITECT
# //s
**LOT SIZE
ZONE DISTRICT
PROPOSED USE
Height
do."r c*ro z 9>1.t
Psj^(qa-E*4R"EIA-
Seeondary-Gefe
d"tb..k"
PHONE
r nL-rI\ I:
AlLowed
_/-\,.(30 )(33ry
; (z{ = -zf,fb4
Existinq Proposed Total
l< s7.1 L"Lcl ,E 2242. z
425
425
Front
Sides
Rear
'sl5ter Course Setback
atsite coverage Qo's'rl 's)
.--aandscap ing So rs',)(''")
Retaining Wall Heights
r{arking
darage Credit,
rdrlve:
,Jt{ew Corridor Encroachment :
r,a6-v i ronment a 1,/Ha z a rds :
5 )f .z
lr'77. d
GE4.S
2247.2
3' /6'
2.5 p,eqrd
(3oo) (64)) (eoo)
Permitted Slope
z'/6'
(1200t zq1
-1gL Actual Slope
20,
15'
15'
(30) (s0)
| 5L3.t\
Laaq<'4
22.9ffi
dK
tlL /4-
44 Z.t loZLt_zd<lolt.<
C\R"dyA
Date approved by Town Engineer: 6k 4/7
No
F]ood Plain
Percent Slope (q.q \oZ
Geologic Hazardsa) Snow Avalanch€ q., "-.--.pb) RockfaLl Tc) Debris Flow ^,,v- ?,/rt
4l Wetlands 4o-r. c-v rtL
v,Crevious conditions of approval (check property fil_e)
-69es this request, involve a 250 Addition? ltol{-ow much of the alLowed 250 Addition is useffilTis reques:?fu1__
**NoEe: Under Sections 19.12.090 (B) and 18.13.090 (B) of the MunicipalCode' lots zoned Two Family and Primary/Secondary which are less t.han15r000.s9. ft. in area may not construct a second dwelting unit. Thecommunity Development Department. may grant an exception to thisrestriction provj.ded the applicant. meet.s t.he critelia set fort,h underSections L8.L2.090(B) and 18.13.0g0(B) of the Municipal Code includingpermanently restricting the unit as a long-Lerm rental unit for full-time employees of the Upper Eagle Vatley.
Yes
ir
2l
?l
3a*r'
I t' 22,J 5'
7f77)
€/
10
\\
a SoNE LHEcK
t , VrR, R, R P/s ,oJorrr*rf
DArE: '/: l// I 7 3
LEGAL DESCRIPTION: Lot, BlocK
ADDRESS:
OWNER
-z lt tl4s
Fi I ing
ARcHrrEcr /f*f N**-
ZONE DISTRICT
PROPOSED USE
**LOT SIZE
PHONE
PHONE
{.--:
l.>rs1
r&
,roo@ (eoo) (1200 t 4o u
Town Engineer: _
No v."t ???
Flood Plain
Percent Slope c/t-Lt 3d'/.
Geologic Hazardsa) Snow AvaLanche n Z t-'^-J
b) Rockfallc) Debris FLow4) Wetlands
Previous conditions of approval (check property file)
Does this request involve a 250 Addition? t4-'r)
How much of the allowed 250 Addition is useffiil-rhis requesr?iPo)__
**Not.e: Under Sections 1B . 12 .090 (B) and 1g . 13.080 (B) of the MunicipalCode, lots zoned Two Family and Primary/Secondary which are Less tiran15r000.sq. ft. in area may not construct a second dwelling unit. Thecornmunity Development Department may granr an exception t6 tnisrestriction provided the applicant meets the critelia set forth underSections 18.12.090 (B) and 18.13. OB0 (B) of rhe Municipal Code inctudingpermanently restricting the unit as a long-term rentar unit for furl-time employees of the Upper Eagle Valley.
Allowed Existinq
(30) (33)
'253.1.9.4?S -- 2"1 c
Proposed Total
tX(a] Gnre
Front.
Sides
Rear
4i", Corridor Encroachrnent, :
Envi ronrnent. a l,/Ha za rds :
Permitted Slope
Date approved by
'z t.{
@T
1.r(3.3
103{
@
4I
88 Actual Slope
20'
15t
15'
(30) (s0)
tsz 3.1
=r@
Z f neqrd
Yes
1)
2)
?r6&?A' 7f,,""#
[]".rnnt grFl''\
?rimary GRFA + 425 =
4"tVu"*"
4ater Course Setback
=site
co,rerage (o 's-! r r)
.',/
lfinascapt ns (1 o,s 4)(.t"O
ufi6taining WalI Heights
/parking
iB5tage Credit
f--.----r/ lDrive:
o q14
10
o
W"s
2. A request for a major exterior alteration, site coverage variance, and landscape
variance to allow exterior modifications to the Hill Building located at 254 Bridge
StreeUa part of Lot L, Vail Village First Filing.
A request for a minor suMivision and a zone district change from Primary/Secondary
Residential to Low Density Multiple Family, for the Schmetzko property, generally
|ocatedat2239ChamonixLane,moreparticu|arlydescribedas:
ParcetA: A!-adof land containing on€ acre. more or l€ss, locabd In rho South I/2 of the South East 1,/4 ofSeclton t1, Township 5
South, Rang€ 81 Wssl ot lhe Sirth Principal M€rldlan, more padicularly d€scrib€d as lollows:
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town of Vail on February 8, 1993, at 3:00 P.M. in the Town of Vail Municipal Building.
Consideration of:
1. A request for a joint work session with the Planning and Environmental Commission
and the Design Review Board for a conditional use permit for an addition to the
Municipal Building to house the Vail Police Department, located at 75 South Frontage
Road West (at the east end of the existing Municipal Building), and as legally
described below:
A paft of lhe Soulh€ast l/4 ot Sgctlon 6, Townshlp 5 Soulh, Range 80 W€st of th€ Sl:lh P.incipal t €rldlan, County ol EEglo, Slal€ ol
Cclorado, mors panic!'a.ly described as tollows: Comm€ncin9 al th€ Soulheasl com{ of sajd S€clion 6, thenc€ Nonh 00 d99f€€s
28 minur€s 16 seconds W€sl and aiong fis Easl tine ol said South€ast 1/4 ol said S€clion 6 72.75 the East line ot sajd Soulheasl
1/4 of said Secrion 6 72.75 fo€l to a polnt, sa'd polnt b€ing 110.@ leat nodheastedy trom lho southedy .ighl-ol-*ay lino ol U.S.
Highway No. 6 as m€asur€d at right angl€s thgrglo: lhonce Nonh 79 degrees 46 minules 11 soconds W€sl and along a lino pal-allol
to said south€rly right-olway line 145,50 te€l to Th€ Tru€ Poiol ot B€ginnino; thsncs Nonh 16 degr€es 08 minules 47 seconds East
78.0016€t; lhence Nodh 68 d€Ofeos 08 minules 35 soconds West 428.70 fe€t: th€nc€ Nonh 66 degrees 0l mlnules 29 s€@nds
Wgsl 152.57 te€l; th€nc€ South 27 d€grees 42 minutss 40 seconds W€st | 92.66 fe€l; lhence South 52 dogroes 48 minules 50
seconds Easl3632 f€et lo a polnt, said poinl being 110.00 l€€l nodheast tlom said South right-ol-way lln€ olU.S. Highway l,lo. 6 es
noasured at right an9l6 thereto; lh€nc€ South 79 d€9r€6s 46 minutes 1l ssco.lds Easl and along a ling pafall€lto said Soulh righl
olway line 585.56 l€et lo Ths True Point of Beglnning.
Except bal portion corw€yed lo thg Board ct-Counlycommissione|s gf Eagl€ County, and lhg Depanm€nl ol HightrlaF, Slalo ol
Colorado by rulo and ord6r rscordad Janua.ry 5, 1971 in Book 219 al Page 441.
o
j-#41',,)
^
\-/u,a \m7
Applicant:
Planner:
Applicant:
Planner:
Town of Vail
Mike Mollica
Blanche Hill
Shelly Mello
3.
Thenca nonhedy and paralol wlth he fresl line ol thc o6sl l/2 ol the SE t/.t ot salt Ssdion I t. a dislstG ol 200.00 tt. b hc polnl
ol Intolrsclon with th9 €rbnalon ol the north llm ot $g SW l/4 ol lhe SE tA ol ratd S€cllon I I ;
Thence w€slerll on a d€tloc1lv. snglc l€tr ot 95 2lbo- along the qlenslon of $c nonh lne ot lhs SW ll3 of lhs SE l/.1 ol sald
Sodton I l. a dlstanca ol 50.95 tt to the NE com€r of lh€ SW l/4 of lhe SE lA ol Sectio.t 11. bel|to lhc polnl ol beglnnln!.
Parcal B: Tlac-r A Vall HetghE Fillng l'lo. I accordlng lo lh. record€d plsl hcroot
Erich SchmeEko
Andy Knudtsen
4.
5.
7.
8.
A request for setback variances, a stream setback variance and a parking variance to
allow an addition to the residence located at4592 Streamside Circle/Lot 1, Distelhorst
Subdivision.
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planner:
West, Filing #2.
Applicant:
Planner:
Filing.
Applicant:
Planner:
Planner:
A request for a Bed and Breakfast to be located at 1850 South Frontage Fload
WesULot 3, Alpine Creek Townhouse Subdivision.
Drs. Fred and Ines Distelhorst
Jim Curnutte
Dr. Richard Engle and Gertrude Olson
Shelly Mello
Christopher and Donna Mumma Bartlett
Andy Knudtsen
Joel Fritz and Richard N. Brown
Tim Devlin
Shelly Mello
A request for a setback variance and site c,overage variance to allow an addition and
garage for the residence located at 1886 West Gore-Q-reek Drive/Lot 50, Vail Village
A request for a conditional use to allow for an outdoor dining deck for the Uptown Grill
Restaurant, located at 521 East Lionshead Circle/Lot 3, Block 1, Vail/Lionshead First
A request to amend Chapter 18.24 Commercial Core l, and Chapter 18.26 Commercial
Core ll of the Town of Vail Zoning Code (relating to exterior alteration)....' .:. :.
Applicant: Town of Vail
rI
a
i.
lllr,ud;tl'-lt Dn\t+T F?7 INTEF.DEPARTMENTAL REVIEW
I
I
\neumo
PBo''ECT:
DATE
DATE OF PUELIC
COMMENTS NEEDEO BY:
PUgLIC WORKS
Rsvlslvsd by:
Comments:
SRIEF OESCRIPTION OF THE PROPOSAL:
/7<;s ;5 *n ^ lJ /'^t 6 ^-^ --rn;3/n,.,r' ., Jt''cl'' t;'4 lcs ) {.- ,, . V}.^ ^1/-./'o<
th oa/tra.t 4- 2 Ae .,.e!. AL.<-r..d1 ,\< 0C4
4-.'\ d .< "^rt a-k- /* 1ro,rr- ,\.. /o ,./.
i) e tfud t,,u,,',) I'
i""t , t-y,')/",,'u'l
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z) rL*,! -11'lL<- *'("1 4", Jek''*'-<r
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i-.' u
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">. L .'( Ar-"',., ti^ Pf"'' J" L""fh
bu,\)'h]'' tle,,,..Lk -^-.Ll LA
U
fLcl vt'vt'Jr
Dats: llz'; l,,l
t /, /u, fJ
rt*.l=L
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Dfi{+
ll{TER-DEPARTIIIENTAL REVIEW
PRO.IECT:
DATE
DATE OF PUELIC
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL: \
/k;3 ;5 *n ^ fu /'""< fa -t*z-s ir-.s
'Jtr.dr- d;.h ,rrs ) 1._ ,a . V-2.^ n1J,1.^.
,h <to4r.oo a- Z ?e. .-12./- t *.^d- ,k 6^-l
4^ d .<
"a- ct-a,lu- /n {rn"..- .\,. /o ./.PUsLrcwoRKs
-t- ,/-2o7je""vr,"ovyr@Dare:.'.:.--
Commsnts: /
. .., ./ ,- /' :;'t /i+5- ,/ t"z '<-lart__;// -. -,
44.f^'J'?s"'</.-.-/
t,
oo
lqOt'r,ryfti Ren'mb-
( pt? tt .NTER-DE'ARTMENTAL REvrEwv
PROJECT:
DATE SUBM
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
Vr,t tJ 4.1. a/JA',"<d--\ -n.u.t *^1
7^-.- ,.1/- ,1"nt'^C r.
th ct zr/t.z,.t
,/,.*. ./7 ,rc S . /.^ ,, .
7 V* ..2,. ff "tr.zr,-,h
,/.
6^,/
tt t 1 c<, ra. cz,.:t-/1-/o I ,.u.r- ,v /-.
PUBLIC WORKS
Reviewed by:Dale:
Comments:
r#t?gt2|
,J/Pat /iyrc /, /r, 7s
rrvlccd LOl5l92
IPPLICATIOIT
This procedure is requiredvariance. The applicationinformation is submitted.
o
Application D
PEc MEETTNG DArE l/o/qz
roR A veal.rNcE
for any project requesting awill not be accepted until all
| / n/q=
^t"-4M-qF{''1
I.
HRt>-roPhe? 6agt-ftrA. NAME Of APPLICAI.IT
ADDREss I88L W' GoRF CK€EK b,E.
Stbsl pHoNE 47b-/570
AppLrcANT' s REpREsENTATTvE EFE|.IT AL!'\
Y.o. wx 6?\\
NAME OF
ADDRESS
B.
c.
pHoNE q?b. b'b?VfrlL . co.
NAl,lE OF OvSNER(S) (type or print)-D
OWNER(S) SIGNATURE(S)
ADDRESS .7?UTN
C, &4tLjze7T
"5n"t' K(
+rmre y'AtL VTLLMC v\ffiT-. trtLrN/, ilo. a
ADDREss \Wa wgsr
E.FEE $zso.oo ven28o' cx *3lbb zv DoNPA
THE FEE T'['ST BE PAID BEFORE THE COMMUNITY DEVELOP
DEPARTMENT WILL ACCEPT YOUR PROPOSAL.
Stegtr:e-d, addre-Xe_d eng-]op.qs of t_he _Bertv adiacent to the s
P_BOPERTy BEHIND AND ACROSS STREETS, and a list of
names anq marlrnqmpp],lcAllT llrll,
RESPONSTBLE FOR CORRECT MAILING ADDRESSES.
II. A pre-application conference with a planning staff member isstrongly suggested to determine if any additionallnformation is needed. No application wiII be acceptedunless it is complete (must include all items reguired bythe zoning adrninistrator) . It is the applicant, sresponsibility to make an appointnent with the staff to findout about additional submittal- requirenents.
III. PLEASE NOTE THAT A COMPI.ETE APPLICATION WILL STREAMLINE THE
APPRC-vAL PROCESS FOR YOUR PROJECT BY DECREASING TiiE NUMBER
OF CONDITIONS OF APPROVAT THAT THE PLANNTNG AND
ENVIRONMENTAL COMMISSION (PEC) MAY STIPULATE. AI.I.
CONDITIONS OF APPROVAL MUST BE COMPLIED WITH BEFORE A
BUILDING PERMIT IS ISSUED.
FOUR (4) COPIES OF THE FOLLOWING MUST BE SUBMITTED:
A. A WRITTEN STATEMENT OF THE PRECISE NATURE OF THE
VARIANCE REQUESTED AND THE REGULATION INVOLVED. THE
STATEMENT MUST ALSO ADDRESS:
1. The relationship of the requested variance toother existi.ng or potential uses and structures inthe vicinity.
'nPfu Q
,+41'424
\
2' IllEi'ff.::":3i:l'::'::5 5;UH;l'l;'.o'
speEitieO regulation is necessary to achieveconpatibility and uniformity of treatment anong (
sites in ttre vicinity or to attain the objectives
of this title without grant of special privilege.
3. The effect of the variance on light and air,distribution of population, transportation,traffic facilities, utilities, and public safety.
4. How your request complies with Vail,s
Comprehensive PIan.
B. A topographic and/or improvement survey at a scale ofat least Ln = 20t stanped by a Colorado licensed
surveyor including locations of atf existing
improvements, including grades and elevations. Otherelements which must be strown are parking and loadingareas, ingress and egress, Iandscaped areas and utility
and drainage features.
C. A site plan at a scale of at least Ltt = 20, showingexisting and proposed buildings.
D. A11 preliminary building elevations and floor planssuffi.cient to indicate the dimensions, general
appearance, scale and use of all buildings and spacesexisting and proposed on the site.
E. A preliminary title report to verify ownership and
easements.
F. If the proposal is located in a multi-family
development which has a homeowners, association, thenwritten approval from the association in support of theproject must abe received by a duly authorized agentfor said association.
G. Any additional material necessary for the review of theapplication as determined by the zoning adninistraLor.
* For interior modifications, an improvement survey andsite plan may be waived by the zoning administrator.
IV. TIME REQUIREMENTS
A. The Planning and EnvironnentaL Commission meets on the2nd and 4th Mondays of each month. A completeapplication form and aL1 accompanying material (as
described above) must be submitted a minimum of four(4) weeks prior to the date of the PEC public hearj.ng.
No incomplete applications (as deternined by the zoningadministrator) will be accepted by the planning staffbefore or after the designated subnittal date.
B. AII PEC approved variances shalL lapse if constructionis not conmenced within one year of the date ofapproval and diligently pursued to completion.
V. A. If this application requires a separate review by any1ocal, State or Federal agency other than t,he Town ofVail, the applicati.on fee shall be increased byS200.00. Exanples of such review, may include, but arenot limited to: Colorado Department of Highway AccessPermits, Army Corps of Engineers 404, etc.
B. The applicant shafl be responsible for paying anypublishing fees which are in excess of 50t of theapplication fee. Tf, at the applicant's requestr dnymatter is postponed for hearing, causing the matter tobe re-published, then, tbe entire fee for such re-publication shall be paid by the applicant.
/
3:3:iliil;.T:T:o"?L:li "::l'5:: lt'I:i3'ffi :' ",other issues which may have a significant impact on the
community may require review by consultants other tbat
town staff. Should a determination be made by the townstaff that an outside consultant is needed t,o review
any application, Community Developnent may hire an
outside consultant, it shall estimate the amount of
moner, necessary to pay him or her and this amount shall
be forwarded to the Town by the applicant at the time
he files his application with the Community DevelopmentDepartnent. Upon completion of the review of theapplication by the consultant, any of the funds
forwarded by the applicant for paynent of the
consultant which have not been paid to the consultantshall be returned to the applicant. Expenses incurred
by the Town in excess of the anount forwarded by the
applicant shall be paid to the Tovrn by the applicantwithin 30 days of notification by tbe Town.
,6f i ..'i it
ESaU 'Ro,S
DATE:
TO:
FROiI:
RE:
architgctur€
Property
Location:
Deecriptlon of
Eristing Prgperty:
Deecription
of work:
11 January, 1993
Town of Vail - Planning & Environmental Commission
Brent Alm, Proiect Architsct
Structul€a, Architecture & Planning
Request for a Variance from Town of Vail Zoning
Regulation 18.10.060 - mlnimum lront yard setback ot
twenty teet.
Lot 50, Vail Village Wesl #2
Vail. Colorado
A three story (inc. loft) wmd lramed single lamily house sitling on
.234 Acres (10,2m Sfl. The site slopes uphill from West Gore Creek
Drive to the South.
The small house (1646 SF - GRFA) buill in 1978 is in need of major
renovations and covered parking. Due to the north lacing entry to the
house and north side driveway, winter time access into the house is
difficult. The proposed new garage with extended overhang on the
east end and covered entry steps ar€ the portions of work involved in
lhis variance r€quest. This new work would be buill in the twenly fool
setback area. The garage b a single level slruc'ture built on the
existing parking pad area that would provide parking hidden from
puHic view as well as co\i/er€d access lo the new covered entry steps.
Additional work to lhe slructure will include re-building the existing
deck (il is above 5'ofl the ground) in its exact location thal curr€nlly
sits in the side yard s€t back area to lhe wesl of lhe house.
The low profile garage structure (providing parking hidden from
public Mew) and new covered entry along the upgrading ol lhe
existing house and sile (new deck, landscaping, expansion of the
existing loft, new windows and facing of all retaining walls with stone)
will be a positive addition to the neighborhood.
Summary:
P.O. Box 5211
Vail, Colorado
81658
t€l€phone
303.926.5257
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tr
V
tr
tr
tr HEATING
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tr REINSPECTION REQUIRED
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KRr.r coHsuLTAHTS, rNC. 9A59491577 P-dL
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Knm coNsuLTANTs, rNc, Fo3r s4s-Hter. .F,O.
BOX 4572 FAX_[{9_1577
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LETTER OF TRANSMITTAL
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ATTENTION:
O/\N €TANITT
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JOB NUMBER:
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WEThANSMITHEFEW|THTT{EFOLLOWNGTTEMS! llMA|L IIOVERNIGHT xO* uOTHER
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l EedeeD I BEt\ll- *TEEL l+EAbeR
REMARKS:
coFr To:
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SreNED:
KRIIo COHSULTANTS, I NC.15??
t3031 949-9391
FAX 949-1677
3949a3g P.E2
KRM coNsuLTANTs, rNc.
P.O. 80X 4572
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RECARD
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D
tr
tr
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FOOTINGS / STEEL
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DATE INSPECTOR
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INSPE CTION REOUEST
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TUES
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D
tr
tr
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tr
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FINJAL FINAL
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L"CORRECTIONS:
nFs''on
DATE INSPECTOR
/;;4
PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTION:
NAME
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INSPECTIONTOWN OF
REOUE$T
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CALLER
/-' /,- ,.. 7-. ).l/'
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tr
tr
tr
tr
tr
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ROUGH / D.W.V.
ROUGH / WATERE FRAMING
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tr
tr
tr
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tr
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PERMIT NUM
REQUdSTvAlL .)
DATE //NAME
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CALLER
TUES
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PM
x^{a
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PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
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tr GAS PIPING
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glsxeErnocx
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tr
tr
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t"
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DATE INSPECTOR
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/;* /
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CALLER
TUEMONt)fl I
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
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tr ROUGH / WATER
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tr EXHAUST HOODS
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tr FINAL tr FINAL
OVED,
CORRECJIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
INSPECTOR
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MON TUES
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tr
tr
tr
tr
tr
tr
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tr FOUNDATION / STEEL
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HEATING
EXHAUST HOODS
SUPPLY AIR
{rrrunr- -tr FINAL
,fr tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTI
IT NUM
l
B
#
INSPECTION;MON
OJECt{
t
INSPECTION
).
REQUESTVAIL .
a
TOWN .OFPERM
DATE
T
JOB NAME /e'-
READY FOR
LOCATION:
)/, zliAt | trFl l/ t.: I )
l,,tt!r,- f vU.o (.1tt'{t',r',-t
TUE WED ,"^THUR ( FRI(.-;t, LV
-AM
M
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
.-'t ROOF & SHEER
" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
FINAL
ELE
trT
trF
trC
tr-
MECHANICAL:
O HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED REINSPECTION REQUIRED
INSPECTOR
ffisxop
JAN-26-94
JFU{ 25 '94
l,r E II 15:46
08! I4RM TRIPG
TOLES CUS T (fH E
(3A3r4?e-L397
UILo I}ERS P-g2
P. Ll
Allen's Heeting, Air Conditioning & Sheet Metal, Inc.
55?0 Harlan Soect
Arvade Coloredo 80004'
60!1 421420
l- &'/ 'q (
Eolts c?. "to* Br,lldg*s
P,0, 6oN r&?f
flr ou1 Q 9tia0
E E: Br*lrf Ers;dt-Qs
t886 ilott Cp.rtX Dpiw
uail,ea
Eolne/ ,
flt lsuutx rhalel LFe# T u i{ lt"fue' i'sl"//cl
iu flr 3,o*ntrt ,lat a4uqferhrlr- Sr.evit;5 C/toca,'t€
Xuiltl;uet , fle 18" ;,', t^ct o( lte a*it 4 w/as ;t
$e ste,r, ti1 th uu i f tuat S* sa&t1 c/roca*&E'
fler.e if tgl (lm.&eFcg ar.i llq cre-et l;/ltl RPn))
(prn f,le wn//. f a,,As sl;//"1/a/astFliCE
I
tlrc u,; f s* ;ly as de '*osloottJ tl" /n y -.{ ,mptt'zd
/Ar per*rhp.E gpilcA" h)e ;vEln//zl tk /r"l"s'
So tie /ar'^topves w|uld 4ans' as /^nc/ pat* Ae
Da<r iLk i,., ]ls gptroSs + sl; // lz 'qllc f q p+ain
r- - , '
tlt o,u'f.
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POsf O?HCE BOX 7279 ' AVgNt CC;LOf.ADO 87620 ' (3031 926:3202
. FAXCuYEN LETTEN
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FEE- 8_94 TUE 16:81 EOI.ES CUSTOFt.-- -8. U I-LD-ERS, F-a.a - i--t.I i t--r v' -r-;$t- .FE|arl Aw,l-tr -LE|TF a't|t r I r*+-.Jr.it""r,;-'J I n*l*,.$ru",,l,r*us
g_94 TUE 16:81 EOLES CUSrr €-t.{ . t--t v, r...t alEFtu 9w|Ja Lst.rl'rt r,l
ffiteoT l3:ll
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andNWMA$?5, aidlhelrtulsrquofllloYlstent' I
LuvEeR I
b-n$j-i,tn-otrtc, v.dlcrl gnln, 6ol€cl wcod tr uEd to pruluce thc*c
;;ilii;liffii'd#i. riil r'awrc n a conplolt ilno uf {ood In(errora
silotlol dcofi Hat rrbln tlch' wqm fhic'*t.
IDoryer.r .. | ,
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rltil lnd rdi ccFffailen rnc r [!hict' Euofltor {60r' I
G'-m J" .tr ,,r:s^
w l;:rffirffH;;
d"fr ou"r comprly usef 'Ertorlor Typo I' gl'ro to erelto lho
h durrblllty and tofafinonag. I
Tnrerxr*s
,cli;oiif d?on rxrestrfo ulct tenglh and wldth t 1/3:"
tol*rnlr fcr beth I 3/{' rnr'l 1 3/Br datrl b +0' '3/32''
r.alure sgZs'tttm Uattom lo cefitct ol t0ch toil,
Fffi*n.r. at rtwlte nolod, Eond Dcqs aro gtazoit
o:"ir'{o rnctcrlus whleh eonlcrm to r'NSl'197,1'
0onrg ordemd'opah' hnv€ no chlhl' but d0 hi\iq thr
tected In Placc.
$gs3
dsolg
F. E2
OFcfthllltr
0ootc ordarc{'!lazo{ god slnglFb'ddod' hsva !lq)
tFplld afoufic fte labhctlacs of th. !0ll{ t{lEhirtg'glass
ealcty
bBad
comPoUnc
looss buird
re+urinj
lrrlodor cf
compound
rn ptcltr+lltn
t,irceA-O"nri eirtq tht Putty to 8€t fia{m(m siFl'0qd'
itri-n iilol ft1e sl do'or bhntr m t10 opPciiao slde
glarsh pellbn.
$lngto lgddcd dodfi mrr$l bg hung ll|i(h rPFf,eC rtvp to
b'JIHhe.
Dooro orderc6 'gbzErl lrd dgubFboddrd hava
eppllo( €n b*h ltd,E of the glo:xr . Tlr'rs eroatos
igshsl fllohlun FBfcso.
All Ttrrrrnal *rra aru dcuble bcdCad.
Elrtildttt|rt
aoo/z0o E U3;lNgq &60 r rI t0,'00,'80
PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTION:
JOB NAME '-il{u-
i,v
479-2138
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
,- ROOF & SHEER" PLYWooD NAILING O GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr
tr
n
ELECTRICAL:
B TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
D
ROUGH tr
tr
n
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
.l ffioueo tr DISAPPROVED T] REINSPECTION REOUIRED
CORRECTIONS:
INSPECTOR
cTroN REQUEST
TOWN OF VAIL
onre (c/.JOfcl4 JoB NAME
PERMIT NUMBER OF PROJECT
READY FOR INSPECTION:
LOCATION:
o"-Tt, /o' Szbz
CALLER
TUES WED
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FFAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATER
ON / STEEL
-
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
O FINAL O FINAL
PROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
ARPLICffiION FOR
TOWN OFVAIL
PUBLIC WAY PERMIT 19
'I .Job Name Legal Description Street Address
z.Excavating Contractor Name Phone #TOV Conlraclor's License Number
J.Slarl Date Completion Date (Permil Exphation Date)
Other4. Work is for lckcte one)Water Sewer
Landscaping
Gas Electric Telephone cAw
Trench-width
(min. 4')
Length Depth
Bond Amount $
-
Permit F\e $,--.-j-- Total Permit Fee $/ r["-( \.-)
ALL MATERIAL, EQUTPMENT, AND TRAFFTC CONTROTiDEVTCES MUST BE ON THE JOBSTTE BEFORE THE
JOB IS STARTED. ./
8.
7.Rubber out- riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket shall be protected al all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works ofiice to obtain the
necessary Town of Vail signatures. Please allow one week to process.
UpperEagleValleywaterandSanitalion (476-7480t , L.;..r, )i*,.7).",* 'tt-;:* ,,',::
Public Service Company (1-8OO-922-1987) "
PSCO-Natural Gas Group (468-2528)
Holy Cross Electric Company (9a9-5892)
U.S. West (1-800-922-1981 i | /,1; iLti rn--t',:.t r'ite:ti, ,'i,r -; .' . 13
TCI Cablevision of the Rockies (949-5530)
Town of Vail:
lrrigation (479-2161)Electricians (479-217 1)
Public Works (479-21 58)- ]^5'
THERE WILL BE NO TOTAL STREET CLOSURES! A construction trafiic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bil 172).
Permittee must contact Public Works Department al 479-2158 24 hours prior to commencing backfill operations.
Failure to notify the Town will result in forfeiture ol bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
I cerlify that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and thal all utilities have been notilied as required.
Contractor's Signature of Agreement Date ot Signature
ATTACH PLAN OF WORK, INCLUDING CONTRUCT]ON TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
THIS IS NOT PUBLIC WAY PERMIT!
White - Public Works Yellow - Flnance Pink - Community Development Gold - Contractor
t /();f g;
10.
11,
12.
TOWN OF
PUBLIC WAY
lB86 U. Gore Creek Drlve
-l-VAIL
PERMIT
Q-,
PERMTT ro. 0l'2Ei %
contractor's copy to be kept on iobsite.
1.
z.
3.
Publlc Servlce ny, P.O. tso:r 430, liinturn, C0 81645
(Excavating Contractor's Name, Addr6ss, Phon€, and Licansg N0 )
Work is for (circle one)
Permit Fee $5O.OO - B11l at end ot );e:r
Bill to: Pub1lc Servl-ce Comparrry
Haro:
(P!blic Works)
66
tgrE
6o
o
I
(!
(1,
iI
I]
o)
t
=
t!
I
o
'E
3
(Public Works)
INSPECTION REMARKS:
(Job Nam€ or Location of work)
SKETCH PLAN OF WORK ATTACHED
F'Tffi!.-Sru.84:rrs. f+'i7!];il-. :T
TOWN OF VAIL
PUBLIC WAY PERMIT
'?.'\.
PERMITNO. OI25J*
TOI4.N OFVAIL Contractor's copy to be fept on loUsite.
:{
1.
o.
o
Eo
I
0-
o
,gL!
I
'
3
IL
I
=
Permil Fee
Bill to. S1: .
$75.110 (Conlraclo.'s Signature)
tjc.r,ttdickt Cu;rr Erucl-iorr,, lt,{). $o;t 17l.7, t.dw;,rC:i. CO gL63 :(r,.rr1'',r1.; Vail
(Job Name or Localion ol Work)
St. B"n.,di.kt C,r.,"et,r"t j-o". lr.Cl. Ii,rru I.7 j 7, ii,lr,,r,l,r, CO f,1632
,,€1t(ExcaValingcontraclorsNam6',ddress'Phone'.no
work is for (circle one) .'U3J9LAEwER GAs ELEcrRrc TELEpHoNE cABLE TV orHER _LA-trDSCAPING TEMPORARY SITE ACCESS
Haro:
INSPECTION REMARKS:
SKETCH PLAN OF WORK ATTACHED
APPLICATION FOR
TOWN OF VAIL
PUBLIC WAY PERMIT
Job Name
tfl
19 i::
Legal Description
4. Work is for {circte one) Ag/ Sewer
Landscaping
Trench-width r- Lenglh(min.4') -----7i,
L) cd L\"'
Bond Amount $*-4- Permit Fee $,'-,r'f
ALL MATERIAL. EQUIPMENT. AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain the
necessaryTownofVai|signatures.P|easea||owoneWeektoprpces9.
Upper Eagle Valley Water and Sanitation (476-7480) ,i .'.4-. "'
Public Service Company (1 -800-922-1 987)
PSCO-Natural Gas Group (468-2528)
Holy Cross Electric Company (949-5892)
Gas Electric Telephone
Temporary Site Access
t-Depth
cAw Other
Total Permit Fee $
I's ( (
*-.-,}€.€.-c-r-:
7.
U.S. West (1 -800-922- l 987)
TOV Contractor's License Number
10.
11.
TCI Cablevision of the RockiesB49-5530).f
Town of Vail:
t,
lrrigation (479-2161) "t';
Public Works (47 9-21 58)
9. THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 1 8" of utilities - (Senate Bill 1 72).
Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations.
Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
I certify that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility
company agreements, signed by me, afid will abide by the same, and that all utilities have been notified as required.
Oate ot Signature
ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
THIS IS NOT PUBLIC WAY PERMITI
White - Public Works Yellow - Finance Pink - Communitv Development Gold - Conlractor
tz.
t ^-
-
t-
TOWN OFVAIL
PUBLIC WAY PERMIT 19
APPLICATION FOR
\
.' J i )'tiid-rlcll ',)', , o Jc.,r* (>._.,r e Lr<.1
Job Name Legal Descriplion Streel Address
Excavating Contractor
t-) \ I
1
Address
;'t
TOV Contraclor's License Number
4. Work is for (circte one)
ComDletion Date
Water Sewer
Landscaping
Gas Electric Telephone
Temporary Site Access
(Permit Expiration Date)
Qt[g1 i]z 'v< ,.r"rry
(r)
cAw
Trench-width
(min.4')
Length
Permit Fee $ /5'4
o"otn *"'= =,
,t '\\ r .-
Total PermitPssg -\ \fl- 'rBond Amount $
b.ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED. (
Rubber out-riggers are required on excavaling equipmenl when working on asphalt.
Asphalt surfaces underneath the bucket shall be Drotected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permitiee has option of routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow one week to process.
,Upper Eagle Valley Water and Sanitation (476-7480)
. Public Service Company (1-800-922-1987)
PSCG-Natural Gas Group (468-2528)
Holy Cross Electric Company (949-5892)
U.S. West (1 -800-922-1 987)
7.
TCI Cablevision of the Rockies (949-5530)
Town of Vail:
lrrigation (479-2161)Electricians (479-217 1)
Public Works (479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic conlrol plan must be approved by the
Public Works Department prior to issuance of the permit.
Alf excavation must be done by hand within 18" of utilities - (Senate Bil 172).
Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations.
Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
12. I certify that I have read all chapters of Title 1 2 - Streets and Sidewalks, of the Vail Municipal Code and all utility
i Cr't-il
Date of Sionature
ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
THIS IS NOT PUBLIC WAY PERMIT!
White - Public Works Yellow - Finance Pink - Communitv Develooment Gold - Contractor
J
9.
10.
11.
J .n''
\x
PERMTTNO. rl . )1,,-i!JU '-.. C- \, W I-
Contractor's copy to b€ kept on lousfte1.*
(a)d
TOWN OF VAIL
PUBLIC WAY PERMIT
IJAI(TLF:TT RESIDENCTJ
.l
liJBb HIST GORI CREEK DR.IVE1.
2.:
a
J.A. BASKINS CONST.
(Job Name or Location ofWork)
P0 BOx 13i6 VArL, C0 81657 119-X
Work is lor (circle one)
Permit Fee $ 75. C0
(Excavalino Conlractor's Nam6, Addrsss Phone, 8nd Llcense No,)
g
I
a)o
oo
o-
o
EiI
I;
q)
3
IL
I
ql
,
TEMPORARY SITE ACCESS
DRM14AY
Bill to:
Paid:
\\_-JA*NEIL TUF.NBINI, ...\. .L Receipt #:5964
(Public Works)
INSPECTION REMARKS:
BUITDING DIVISION OF
EAGLE COUNIY, P. O. BOX179
CoURTHOUSE, EAGLE CO. - PH. (3O3) 328-6339
Jennifer & James LowelI III oArE April 23
rppr-'.r*t Sue & Geo. Graham
Construct single
penrun rr ro fami (-L) .-ot"
NO.
SKETCH PLAN OF WORK ATTACHED
EII E
BUILDING
PERMIT
tg 79 PERMTT No.1330
ooo"ess 6417 S. Florence Wv.. Enqlewoo-d-
{no.)(5TREE'}(co tR'5 LtcENSEl
NUMBER OF
DWELL tNG UN I TS -j4J.g-
( PROPOSEO USE'
DEPT.COPY
F
tr-
io.
3
||-
@
o
@
z:
G
suBorvrsroN Vail Village l,lest #2 ,-or -50- ",-ocK
-srzE
EUILDING IS TO AE
-
FT. WIOE SY- FT. LONG AY FT. IN HEIGHT ANO SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNOAT ION
REMARKS: PLANNING DEPT.: For one single family residence only. Change of use''lT'tora o"
parking area. - S. Vaughn
Plan Check Fee $94.00
AREA OR
VOLUME EsrrMArEo cosr $ 30 ' 000. 00
(CUBIC/SOUARE FEET)
owrenSue & Geo. Graham, Jennifer & James Lowell III
-assngss 5417 S- Florence Way. Fnglewood, Cn- ROl1l ;;
IIYPE OF IMPROVEMEIlT)
AT (LOCATION)
ZON ING
o tsTR tcT
( NO.)(sTREET)
BETWEEN AND
ICROSS 5TREET)(CR055 STREETI
(Affidqvit on reveise side of opplicction lo be completed by outhorized ogeni of owner)
FEEM'r $ 188.00
PLUMT{G PER^^'T APPLr&hroN
2
Juridiction of
Applicant to complete numbered spdces only.
WHEN pRopEnl-y vaLrDATEo (rN THrs stacEl THrs rs youn pERMll / 33O
t[ltt ertrcn:o rnttrl
RAHArn MArr aoor 1'417 S ; 1*a' ftE N{ E''t':/t)'^o"'(.?o^ 3)//- )tJ '/€
aicar rac r ol o€srciai
u '-''
Lrcaf,ra ro.
M rL OOlfSs alANCx
8 Cras ol work: ! rueW D ADDITIoN O ALTERATTON D REPAIR
Typ. of Firtu?. a ltrm
SPECIAL CONDITIONS:WATER CLOS€T (TOI LETI
LAVATORY (WASH BASINI
KITCHEN SINK & OI5P.
OISHWASHER
APPTICATION ACCEPT€ O 8Y PLA(S CHIC(EO 8Y APPNOVEO FOA ISSUAiICE OY LAUNDRY TRAY
CLOTHES WASHE R
WATER HEATER
NOTIC E'
I BEREBY CERTIFY THAT I HAVE REAO AND EXAMINED THIS
APPLICATION ANO KNOW THE SAME TO AE TRUE ANO CORRECT.
ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNING THIS
TYPE OF WORK WILL 8E COMPLIEO WITH WHETHER SPECIFIEO
HEREIN OR NOT. THE GRANTING OF A PERMIT OOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
U R INAL
OR INKING FOUNTAIN
FLOOR SINK OR ORAIN
SLOP SINK
GAS SYSTEMS: NO.
TER PIPING I TREATING EOUIP.
INTERCEPTOR
INKLER SYST€M
SEPTIC TANK
PLAN CHECK VALIDATION
d*4*u','
4 ttt'
M.O.
INSPECTOR
INTERH1aTI€'|AL COIIFEFfXC: OF IUILOIXG OFFICIAL3. rr... lro.xrai rr!! ioaD.
PERMIT VALIDATION
cac @r
Form LOO.2 I l-73
a
ELEcTftnr PERMTT Lpptl}moN
Juridiction of
to complete numbered spaces only,
{
I oaac t.[srr ertecrro sx:rt)
#AP1 t^t'" ^oo^t""lJ g, /=*oQ p'.o.E L3O3'7i- 3q'
MArL ^OOiftS tHOx LICENSE NO,
aicH I TEc r or oEsrc L tc €NsE xo,
EIICINEEF5 v'-
M IL AOOiE3S
t-
L rcEN3E r{O,
,"*""A/o
IJ SE OF II] ILDIN C
8 crass of work: KNEW tr AoDtTt0N D ALTERATI0N D REPAIR
RECEPTACLE Outt€ts
SPECIAL CONDITIONS:
TotalLIGHTING Fixtures
FIXTURESAPPLICATION ACC€PTEO AY PLANS CHECKEO AY
RANGES CLO. ORYER WTR. HTR.
NOTICE
I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
tcN r!iE o; coNtiaEror oi ^urHoirz
GARBAGE OISP. STA, COOK TOP
O ISH. WASH. CLOTHES WASH.
SPACE HTR. 5TA. APPL. V, H.P. MAX.
MOTORS:
5ERVICE
E NEw
D cxnnce
PERMIT ISSUING FEE
WHEN PROPERLY VALIDATEO IIN THIS SPACE) THIS IS YOUR PERMIT
Form loo-3 1.77
M.O.
,*rrr# A-''^
M.O,PLAN CHECK VALIDATION
O"'4t #feaz
PERMIT VALIDATION
E Ar_it.E
Fll.J,4L.:
Revicw
COUNTY 13UILT)T
c/o ll\SPECTION
Routing Form ( )
PERN,lIT APPI-ICAT.'ION O
, LANDSOAF]L" INSPECTION FONM
Primary Roerting (ti Rerouting:--:-
##-7h*'q-eo - 7?/33a
Permit No.Date Ref erred
Location
Feview and
Plannirrg Commission File No-
returrr to the County Buildirrg Off icial within 6 workirrg days
P lanning: Complies with:
Subdi vi sion Regul at ions
Zoning Regulations
S ite Plan (Landscaping)
Commerrts:
Reviewed by:
Recommend APProval :
No
nLInn
Yesnnn
tr
Date:
County Engineer: Roads
Grading
Drainage
Comments:
ntrnn
mE
R
m Recommend Approval . 7fto 4' €,fftrt/
County Health: Water
Sanitation
Perc. test
Comments:
Recommend APProval :
nuntr
n
Dtrtr
Final Inspectionl C/O
Recommend Approval
Comments:
n
Firral Inspection: Landscapi
Recommend Approval
Commerrts:
ngnn
C,/o lssued
Final Filing Date
by Date
EAGLE
FINAL:
Review
couNry BUtLDI PERMIT APPLIoATJoN O
c/o tNSPECTION,J-ANDSCAPE INSPECTION FORM
Routing Form ( lYprirnary Routing ( ) Rerouting
.,ttU
Applicant Permit No.
Plannirrg Commission File No.
Review and return to the County Buildirtg Official within 6 working days
Planning: Complies with:
Subdivi sion Regul at ions
Zoning Regulations
Site Pl an (Landscaping)
z5 - 3-7e
Commerrts:
Yes No Reviewed bY:Date:
HExntrlLE A.O.'X n Becommend Approval
County Engineer: Roads
Grading
Drainage
County Health: Water
Sanitation
Perc. test
Dntr
tra
mn
nflntr
ts
Hg
Recommend
Recommend
Finat Inspection: C/O
Recommend Approval
Comments:
Firral lnspection: LandscaPi
Recommend Approval
Comments:
ngnn
Final Filing Date
by DateC,/O lssued
ao
' d^ta4- ol*r,rd /tL /r;e,"/ a,wrda-,Ja"..-+ l"4rr17/- /r..r/2r'
l^*^r-^- + a^a;^-- 4ara2^ * &leo )a#- >h.ar'^,..k, .",Lt* ? % 4arala n &leo ).#_ >rn 4reihr,t, f,-
w#a, IttZ4.-t>nt.f /^.-r/at-.^t- z/r.t @A,a.4>*"al /<.-aaat /^*,4t."h';. a,4{v,u,t- r'l le z
BUIL
t
DIN G PERMIT APPLICATION
I
i:::i":'"" * a* aa3
Applicant to complete numbered spaces only.
27
{[s:t errecn to,saeer)
I OE5 Ci,
'6+tz s Ft"oRbtIOL '_:"(3,o?)
MAtL
^bOiE5S
LIC€NSE NO.
AICII IT€CJ OI OE5IGNE
s r--'
IJ SE OF
'U
ILOLII G
8 Ctass of work: EfreW C A00lTl0N O ALTERATIoN D REPAIR D MOVE tr REMoVE
l0 Change ol use from
Change of use to 9zea,oo-m!
PERMIT FEEPLAN cHEcK FEE @fl vatuation of work:$ _#;" 3O c,Of)
Occupancy
Group
SPECIAL CONOITIONS:
Size ol 8ldg.
(Total) Sq. Ft.
Fire Sprinkters
Required Ey€5 lNoAPPLICATIOIT ACCEPT€O 8Y PLANS CHECXEO 8Y APPROV€O
'OR
ISSUANCE AY
OFFST REET PARKING SPACES:
NOTICE
SEPARATE PERMITS ARE EEOUIREO FOR ELECTRICAL. PLUMB.
ING, HEATING, VENTILATING OR AIB CONOITIONING.
THIS PERMIT BECOMES NULL AND VOIO IF WOFK OF CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, ORIF CONSTRUCTION OR WORK IS SUSPENDED OB ABANDONEO
FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
x/rruaE or coNti
HEALTH OEPT.
FI RE OEPT.
SOIL REPORT
O.rHER (Spoclty)
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT
Forrn I OO.l 1.77
M.O.
INSPECTOR
"{h0r*
/330
PLAN CHECK VALIDATION PERMIT VALIDATION
€-r-;rrf #lgA,,3
Aprtl- 18, Lpf!
FT[C,. ''::E
Erglo County APR q U 1979Dcpt. of Plennlng & Drvclopmnt
Eeglo, co. 8t631 t'?:_::,ti,#;1ht":'".
Attnr Mr. Lcs Doughe
Dosr l{r. Douglao,
In rrfrrcncc to your lrttrr of Aprl1 12, 1979, lrr havc nedt tho follortng
oorrcctl.ons end rcvlstone on tho eLtr plrn to oetlefy tho roqulnmntc of
tho onglncorlng drpt.:
1. Rcvisod ftnLsh grado tn bech end stdrs of housr to shor srnll for
surfecl run:--off eround housr.
2. DtnoncLonod drlvcwey et lntersoctlon of Gorc CroE Ilrtvo end et
nlrroscgt potnt.
Aloo wo hrvc changcd thr folLontng for your lnfornatton rnd/or epprornlr
3. Ronowd rrtelnLng well on northrrly and rostorly sLdrs of
drlvcwry end perklng errl snd rrpJ-aecd wlth 1 to 1 slopt.
4. Rrducod stzo of culvcrt undor dllvcwty frm 24i to 18r.
On thr othrr cncloscd prLnts wc hevc medr rcvlsl.ons ra follows end
rrsubrult for your lnfornation and/or apprornl:
FLoor glen
1. Addod rlndows ln l"lvlng rom rnd fent\r roqn r.lr rrall.
2. Rcrnovcd leddrr to loft.
PoundrtLon end Ioft Plan
1. Ronowd lrddcr to loft. Rrnovcd openlng tn loft floor end
hsrd rrt[.
2. Ctrengcd slzr of bcrrn fron 5 x 18 solid rrood to 6 x t3* - zl+tgluc lrtnln tcd boem,
Front enl Beck ELovetLonr1. Addcd wlndor€ in rrer .L.vetlon.Ibtrtl
1. Chengod slzc of bcern from 6 x 78 soltd $ood to 6 x L3t - 2l+8gluc lrmLmtod bcan.2. Addrd 2 x 4 stud! tn becorcnt to rmcl.vr 3*n- n-ff lnsulatlon.Loft Eloctrtcel
1. llovcd loft rnttch fron b5r drletrd opcnlng to sidc of ftmpS-ece
oncloguro.
Thankc lots for your holp rnd edvlco tn obteLnlng thosr pcrrnl.ts.
SLncrrrly, /t
^ea"'E^!AAW
U
EdrrGLE CCIX.$NTY a
LOPi4ENTDEPARTMENT OF PLANNING & DEVE
EAGLE, COLORADO 81631
TELEPITONE 303/328.73t I
,or, ,ortouor,
Vail - 949-5257
Basalt - 927-3823
April L2, L979AOARD OF COUNTY
coMMt55toNERS
Ext 241
ADMINI5TRATION
Ext 241
ANIMAL SHELTER
949-4292
ASSESSO RExl20?
BUILOING IN
I NSPECT IO N
Ext 226 ol 229
CLER K &
RECOR DE RErt 21 7
COU}ITY
ATTORNEY
ext 242
ENGINEER
Ext 236
eruvt nO n rvt eNte U
HEALTH
Ext 238
EXTENSION
AGENT
Ext 247
LIARARYErt 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLANNING
Ert 226 o.r 229
PU RC HASr NG /
PERSO N N EL
Ext 245
ROAD & ARIDGE
Ext 257
SHERIFF
Fralo Fvr ?l I
Basalt 9 27-3244
Gilman 82 7-5 751
soctAL sERvlcEs
328-6328
TREASU R E R
Ext 20 |
Sue & Geo: R. Graham
6417 S. Florence WaY
Englewood, Co.80111
RE: App'lication for Building Perrnit in, Eagle loUntytbt so, Vail Vi1'lage weit Fif ing #2 - lenied
The Eagle County. Building Dept. requires that app'lications for Building
Permits in Eag'le County be routed to the Eagle County P'lanning, Engineering,
and Environmental Health Departments for their comments prior to issuance
of the perrnits. Your appl'icatjon was routed on 4/9/79.
Listed below are the corrnents and recomrendations which were made by the
above departments during the routing procedure. If you have any questions
or wish to get a further explanation, please contact the appropriate dept.
PLANNING: Approved for one single family residence on1y. Change of use
of loft or family room to bedroom use, or additjon of bedrooms,will require additional parking area.
ENGINEERING: Not approved. Intersection of drjveway & Gore Creek Rd.
must not exceed 24 ft. & must be dimensioned on the drawing.
Soils report states "The ground surface should be sloped
away from the bujlding on a'l I sides to contro'l surface
water runoff, Surface water running toward the structure-from upslope areas should be diverted around and away from
the bui'lding by means of drainage swales or other similar' measures." Site plan must incorporate these comments.
ah,
HEALTH: Approved.
It would be to your
requirements as soon
building permit any
advantage if you begin
as possible so as not
'l onger than necessary.
Mdlton eo. Engineer
reso'l ve any problems and/or
de1 ay the issuance of your
to
to
Les Douglas
Eagle County Building Official
LD/JK
M. Atwell
BUILDING DIVISION
P. O. BOX 179
PHONE: 328-6339
DATE ' 't7 - 7'1 JOBNAME
TIME RECEIVED- AM PM CALLER
rNsipecfrru H!fiuLsr
EAGLE COUNTY
f]orHen ! penrrnl. LocATroN
READY FOR INSPECTION
WED THUR
.'' /
@.nerRovED n orsnppRovED fl nerNsPEcr
E uporu THE FoLLowrNG coRRECTToNS:
CORRECTIONS
BUILDING DIVISION
P. O. BOX 179
PHONE:328-6339
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
u\rsPEcioN HE3,l:::-
EAGLE COUNTY
f]orsen E panrrnr LocATroN
READY FOR INSPECTION
THUR
of p;ou
ffi,eeRovED ! otsnppRovED E nerNSPEcr
! ueoru THE FoLLowrNG coRREcroNS:
CORRECTIONS
INSPECTOR
BUILDING DIVISION
P. O. BOX 179
PHONE: 328-6339
rNseEc#ru
.:,
FIEOUEST
NTYEAGLE C OU
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
FOOT]NG
'FOUNOATION
.,1
FFAMING
FINAL
PA,RTIAL
r".
.LOCATIONT
..., p>^/ t ,
INSULATION
-
ROOF
PARTIAL
LOCATION:
VENT]LATION
HEATING
ti
|to(}Ds
PARTIAL.:' . .,'
LOEATION:
Au,-'- - ''!...f
n orHen
MON
COMMENTS:
TUE
n panrral.LOCATION
READY FOR INSPECTION
WED THU R FRI AM PM
ElappRovED
fl uporu rue
COBRECTIONS
D orsnppRovED
FOLLOWING CORR ECTIONS:
f] nerNsPEcr
DATE
rNsPE$oN FtEo t::,BU ILDING DIVISION
P. O. BOX 179
PHONE:328-6339
OATE JOB NAME
TIME RECEIVED- AM PM CALLER
COUNTYAGLE
FOOTING' rounoerrorrt
FRAMING
FINAL
PARTIAL
;LOCA!ION::
BOUGH
STI\NDPIPE
wDCSFINAL
PARTIAL
VENTILATION
.,
HEATING
HOODS
PARTIAL
. ELECTRICAL
-.-tEMPoRARY
ROUGH
,FINA.[
E ornen E pnnrral.LOCATION
READY FOR INSPECTION
WED THURMON
COMM E N TS:
TI IE AM P{-,,,FRI
APPROVED ! OTSapPROVED
LJ uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
E netNSPEcr
DArE .f-' -
rNse=cGru FIEBUEsiTBUILDING DIVISION
P. O. BOX 179
PHONE:328-6339
DATE JOB NAME
EAGLF COUNTY
TIME RECEIVED ' ,..i'- AM PM CALLER
L.
PARTIAL
INSULATION .--..-.-.-TEMPOBARY
ROuGH , ,,
FINAL
SMOKE DETECTOR
PARTIAL
! orHen n pnnrral. LocATroN
READY FOR INSPECTION
MON TUE WED THUR , ' I FRI ;' AM PM
E appRovED ! orsnppRovED I nerNSPEcr
fl upor,r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE :'
/ 1-Ar)/€a7e'
BUILDING DIVISION
P. O. BOX 179
PHONE: 328-6339
oerc 4Jf/7 ? JoB NAME
INsiEECGru FTE(lIJEST
/ -Z/5s
TIME RECEIVED- AM PM CALLER
EAGLE COUNTY
n orxen ! pnnrral. LocATroN
READY FOR INSPECTION
THUR FRI-AM PM
El"hpp Rov E D florsapPRovED Wfret NsP Ecr
E upor,r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
BUILDING DIVISION
P. O. BOX 179
t pzrNsEhoN FIEGlUEST
:EAGLE COUNTY
JOB NAME
or@r CALLER
n orHen ! panrrnl. LocATroN
READY FOR INSPECTION
THUR ,^, 3,'c4 ^@
COMMENTS:
ffri^ouro ., florsnppRovED
Mo{tu, Fo L Lowr N G coR R ECr oNS:
coRREcrloN { 0t-, g- -/n d)- . lt,- /) -
! netNsPEcr
a s-:?
rNsnecft* =.EouEsrBUILDING DIVISION
P. O. BOX 179
PHONE: 328-6339
rME REcErvEo 8'. 3o @ prur CALLER
au
EAGLE COUNTY .
I orHen
MON
COMMENTS:
@
! pnnrrnl. LocATroN
READY FOR INSPECTION
4
WED
D orseppRovED
AM) PM
fl nerNsPEcrfu{eeRovED
fl upolrt rHE FoLLowrNG coRREcloNs:
CORRECTIONS
o::
INSiPECJctN FIEOUEsiT
OUNTY
BU ILDING DIVISION
P. O. BOX 179
PHONE:328-6339
DATE JOB NAME
EAGLE C
TIME RECEIVED .
,AM:PM CALLER
FRAMING
FINAL
PARTIAL
, LOCATION:
INSULATION
-STANDPIPE.
IYDCSFINAL
-.:.--".-..1--
PARTIAL
MECHANICAL
,a*ta*t-
. .IdEATING
HOODS
:.i ,
PARTIAL
LOCATIONi, i
7.t*Ldt{ ?tt;*-f
! ornen
MON
COMMENTS:
,,TUE
I pnnrrnl.LOCATION
READY FOR INSPECTION
WED THUR FRI AM PM
EIappRovED
I uporu rne
CORRECTIONS
LJ DISAPPROVED
FOLLOWING CORRECTIONS:
l-l netNSPEcr
DATE
BUILDING DIVISION
P. O. BOX 179
PHONE:328-6339
DATE
]3.tn rNsr=.G* FtEouEsir
EAGLE COUNTY
LtAIE+\r\
TIME REcErvEd--- AM PM
JOB NAME
CALLER
! ornen ! panrrnl. LocATroN
READY FOR INSPECTION
E/.appnovED I orsnppRovED ! nerNsPEcr
! UPOT'T THE FOLLOWING CORRECTIONS:
CORRECTIONS
rNS"=.tt ,'.3;?t:t
FIEOUESTBUILDING DIVISION
P. O. BOX 179
PHONE: 328-6339 AG LE COUNTY
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E ornrn E pnnrrnl.LOCATION
)
't2'/';,
! .','. zi ,:/41:--t:-
READY FOR INSPECTION
MON
COMMENTS:
( \!\!ED .!THUR FRI
Ig'APP ROV E D n orsapPRovED ! nerNSPEcr
Ll upotu rHE FoLLowrNG coRRECTtoNS:
CORRECTIONS
BUILDING DIVISION
P. O. BOX 179
PHONE: 328-Gi:Xl9
rNsl,Edloru *J#uEsr
EAGLE COUNTY
! ornen ! pnnrrnu LocATroN
READY FOR INSPECTION
(fi,,wrb 4'r C :^"@
wGrRovED 6drY"*6'ffi"=^
n upo* rHE FoLLowrNn "ofr*.r,orr,
l5'l'17 D nerNsPEcr
CORRECTIONS
,ot, /3-b-- 77
BU ILDING DIVISION
P. O.80X 179
PHONE: 328-6339 EAGLE COUNTY
TIME RECEIVED . . AM PM CALLER
BUILDING
FOUNDATION
COVER
INSULATIO.I{ ._-.-
SHEETROCK
VENEER-
ROOF
. PARNAL
LOCATION:
PLUMBING
ROUGH
STANDPIPE
wDCSL FINAL
L@ATION:
I
i,
r.'
ltooDs
PARTIAL
LOCATION:
ELECTRICAL
TEMPOBARY
ROUG,!
l--firual
E DETECTOR
AL
LOCATION:
E orHEn I pnnrrnl.LOCATION
READY FOR INSPECTION
WEDTUE 'J; ,."
El'AppRovED
I-J UPON THE
-/{'"trt'",fttao.lgiDrsAPP RovED ^
FoLLowlNGcoRREc.oNS IEL'7"77
l-l serNsPEcr
CORRECTIONS
'1, )DATE
OWNER
AoDREss co. 80l1l
vL;AEEa? ------?;-fr--=
(:$trEE :85-:;i;,.'
,,
"a^,an -
--
-l
>i
c)
z
=J
BUILDING DIVISION
P. O. BOX 179
PHON E : 328-6339
tNstrEcloN
EAGLE COU
"
'!. .i rt
FIEBUEST
NTY t
DATE
TIME RECEIVED- AM
JOB NAME
CALLER
llt/a
INSULATION --_--
,SHEETROCK .
VENEER
ROOF
PAR
.t .
LOCATION
VENT]LATION
HfATING
:.a
rnioos
f t"l- 'fr ',,),-;;-;-i- -
n orHen fl paRrrnl.LOCATION
READY FOR INSPECTION
WED THUR
E]nreBovED
I uporu rne
CORRECTIONS
I otsqpPRovED
FOLLOWING CORRECTIONS:
I nrtNSPEcr
DATE
SOILS EXPI,ORATION A}ID
FOUNDATION RECOI{MENDATIONS
FOR A
PROPOSED RESTDE}ICE
IgT 50, VAIL VILI,AGE WEST, FILING 2
EAGLE COIJN:rY, COLORADO
PREPARED FOR:
Mr. ,Jim Lor^tell
March 13, 1979
PREPARED BY:
Richards Engineering
Box C-100
Avon, Colorado 8162O
Avon! 949-5072
Denver: 893-I531
Project No. V8-288
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TAstE OF COI{TENTS
SYNOPSlS
ITruRODUCTION
Authorization
Scope
General
FIELD INVESTIGATIONS
Scope
Sampling Procedure
Location of Exploratory Test Pits
I,ABORATORY INVESTIGATTON
Moisture ConteDt
Composition
Atterberg Limits
GEOI,oGY
q T|TrE
SUBSURFACE CONDITIONS
General Soil Description
Grouncl Water Observations
FOUNDATION DISCUSSION AND RECOMI'{ENDATTONS
Project Description
Foundation Reconrnenilations
CONSTRUCTION CONSIDERATIONS
Site Preparation
Floor Slabs
Ground Water
Surface Drainage
GENERAL COMMENTS
GENERAL NO:TES
APPENDIX
Iogs of Test Pits
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10
11
13
16
Samp1e Specification for the Placing & Compactingf
of ControlLed Fi]1
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CVr\r.)Dq T q
A geotechnicdl exploration and evaluation of the founCation condi-
tions has been mad.e on the site of the proposed residence in Vail VilLage
Vlest Subdivision, Filing No. 2, in Eagle County, Coforado.
Exploratory soil test pits have been excavated and the soil samples
subjected to Laboratory tests. The data has been carefully analyzed in
the 1i9ht of the project information provided by the client.
The results of our exploration and analysis indicate that conven-
tionaL spread footings and/or continuous wal1 footings appear to be the
most suitable type of foundation for the support of the proposed resi-
dence.
Net aLlowa.ble soil- pressures of 3200 psf and 260O psf may be used
to dimension conventional spread footings and continuous lrall footings,
respectively, if for:nded at depths of 4 feet and greater belo$, the
existing grade.
Ground water conditions are not expected to cause any dJ.fficul-ties;
these conditions will be discussed in more detail in the report.
The upper soils are suitable for the support of floor slabs, provided
the topsoil layer i-s removed. Recommendations for the preparation of
the subgrade are also incfuded.
No soils encountered exhibited any characteristics of expansive
soi 1s .
Detailed analyses of subsurface conditions and pertinent design
details are incl-uded within the text of this report.
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INTRODUCTION
Authorization
This report presents the results of a soils exploration and founda-
tion analysis for a proposed residence conducted for Mr. Jin Lowel,L.
Authorization to perforn this investigation was in the form of a
verbal agreement on Decenber 18, 1979 between Mr. Lo\,rel1 and Richards
Engine er ing.
The scope of this geotechnical investigation included a review of
geol-ogicaL maps of the area and a review of geologic anil related litera-
ture r a reconnaissance of the irmnediate site, the subsurface e>4>Ioration,
field and laboratory testing, and an engineering analysis and evaluation
of tt.e foundation materials.
The purpose of this fc'undation exploration rras to determine the
various soil profi]-e comI)onents, to determine ttre engineering ctraracteris-
tics of the foundation rnaterials and to provide criteria for use by the
design engineers and architects in preparing the foundation design.
General
The recommendations submitted are based on the preliminary design
details furnished by the client and the in-situ soils. Any revision in
the plans for the proposed structure should be brought to the attention
of the soils engineer to determine if changes in the foundation recolmen-
dations are required. After the plans and specifications are more con-
plete, i.t is recommended that the soil and foundation engineer be pro-
vided the opportunity to review the final design and speci.fications, in
order that eartshwork and foundation recormnendations may be proper]y inter-
preted. At that time. it may be necessary to submit supplementary recom-
mendations.
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If deviations fron the noted subsurface conditions are encountered
during construction, they should also be brought to the attention of the
soils engineer.
The soils engineer r4rarrants that the f indingrs, recornrnenilations, spe-
cifications, or professional advice contained herein, have been prepared
in accordance rrith generally accepteil professional engineering practice
in the fields of foundation engineering, soil mechanics and engineering
geology. No other warranties are implied or expressed.
This report has been prepared for the exclusive use of I'tr. Lowell
for the specific application to the proposed residence, in accordance
with generally accepted soil and foundation engineering practice.
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FIELD INVESTIGATIONS
Scope
The field investigation to determine the engineering characteristics
of the founilation materials included a reconnaissance of the project site,
locating artd excavating the exploratory test pits, the performance of
nodified Housel penetroneter tests and the recovery of split-spoon samples.
After completion of the field testingt program, the test pits were
backf ill-ed with excavated soil.
Sampling Procedures
Two exploratory test pits, TP-L and Tp-2, were excavated with a back-
hoe to depths of l7.O and l-I.0 feet, respectively. Modified Housel pene-
trometer tests were performed and split-spoon samples were obtained at 2.5
foot intervals when possible.
The rnodified Housel penetrometer is a soil sampling device having a
16.75 pound drop hanruner with a drop distance of 24 inches. A standard
split-spoon sampler (I-3/8 inch inside diameter, 2 inch outside diaareter)
is driven into the soil with the drop hammer. The number of blows re-
quired to ilrive the sampler three successive increments of 6 inches is
recorded and this data is correlated to Standard Penetration Val-ues
(ASTI{ D-l-452 anil D-1586). These values indicate the relative density
and comparative consistency of the soils, thereby providing a basis for
estlnating the relative strength and compressibility of the soil pro-
file components.
The depth of the sampLe, the penetration results, and the tlT)e of
sample and its identj-fying number, are shown on the test pit ]ogs. Conti-
nuous logs of the consistency, moisture, color and description of the
soils were kept during excavating and sampling; oth€:r pertinent field
notes are added where thev are siqnificant.I
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Location of E:qrloratory Test Pits
l\,vo e:q>Ioratory soil test pits have been excavated in locations
I deternined by the -soils engineer. Test Pits EP-I ancl tP-2 were exca-
vated at the Southeast anil .North\rest buildling corners, respectively.
I Ifre se corners nere staked in the fiefd by the client.
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I,ABORATORY INVESTIGATION
In addition to t].e fieLil investigation, a suPPlenenta] laboratcry
investigation was conducted to ascertain adilitional Pertineilt engineering
characLeristics necessary in analyzing the behavior of the proposed stnrc-
tures. fhe la.boratory testing prograln included visual cfassification bry
a soils engineer as well as the reguired procedures listed below. All
phases of the l aboratory investigation \^rere conducted in accordance with
applicable ASTM specifications.
Representative sarnples of t]-e soils were placed in sample jarsr ancl
are now stored in our laboratoaT for fr:rther analysis if desireil. Unless
othenrise notified, al1 samples will be ilisposed of after 60 diays.
Hoisture Content
A portion of each sanple is weighed, oven-dried at 1o5"c, and revreighed
to obtain the lteight of water. The moisture cont.ent is the ratio of the
veight of water tc. the weight of the dry soil, exPressecl as a P€rcentage.
Composition
The cornposition of granular materials is obtained by passing a knolm
weight of driecl material through a set of sieves, rangir,g from a 3,/4 inch
sieve to a No. 200 U.S. stanilard sieve. This procedure is in accordan< e
with ASTM D-422. Whe.re a knowtedge of t].e dj-stribution of particles
smaller than a No. 2OO sieve is required, a Hyilrometer Analysis, described
in the second part of the AsTr'l D-422 ptocedure, is performed, fulfilliag
a complete mecharical analYsis.
Atterberg Limits
Ttre water contents corresponding to the transition from the liguid
state to the plastic stat-e anal finally to a solid stace usually differ
for clays having different physical- ProPerties in the remolded state. and
are approximately equal for clays having sjrnilar physicat proPerties.I
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I,ABORATORY I}IVESTIGATION
In addition to the field investigfation, a suPPlelental I aboratcry
i-nvestigation hras conilucted to ascertain additional pertinent engineering
characteristics necessary in analyzing the behavior of tl]e proposed struc-
tures. fhe laboratory testing program included visual cfassification by
a soils engineer as well as the reguired procedures listed below. AII
phases of the l aboratory investigration were conducted in accorilance with
apPlicabte ASttt specifications.
Representative samples of the soils were pLaced in sasPle jars' anil
are now stored in our laboratory for further analysis if desired. Unless
otherwise notified, all sarnples witl be disposed of after 60 days.
Floisture Content
A portion of each sanple is weighed, oven-dried at losoc, and reweighed
to obtain the weight of water. The moisture contetrt is the ratio of the
weight of water tc. the weight of the dry soil, expressed as a Percentage.
composition
The composition of granuLar materials is obtained by passing a knoriTr
weight of drieil rrateriaL througth a set of sieves, rangirrg from a 3/4 inch
sieve to a No. 2OO U.S. standard sieve. This procedure is in accordan< e
with ASTM D-422- r{he,re a knowledge of the dj.stri-bution of particles
smaller than a No. 200 sieve is requi:ed. a Hydrometer Analysis, descriled
in the seconcl part of the ASTM D-422 Procedure, is performed ' fulfilling
a complete mechanica1 analYsis.
Atterberg Lijnits
The water contents correspondirg to the transition from t-l'e liquid
state to the plastic stat-e anil finally to a solid state usually dliffer
for clays having different physical. Properties in the remolded state' and
are approxilrate Iy equal for clays having sirnilar Physical. properties.I
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GEOI.oGY
Ihe Geologic Land Use Maps for Eagle county, prepared by Charles S.
I Robinson and Associates, Golden, Colorado, in 1975, show bedrock at
- this site to be part of the lrtinturn Formation. fhis formation consists
I of med ir:m to very coarse grained, gray to redilish browa sandstone, con-
- glomeratic sandstone, thin bed.s of reddish-brown siltstone and sandy
I and silty shale and prominent pinkish-gray to gray limestone beds.
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Sulficial deposits at this site are debris slide deposits of
I colfuvium derived from the uphill bedrock materials.
I fhe Geologic Land Use llaps show tl:e site to be within an old tlebris
I slide area. llowever, an inspection of the site shows no evidence of
- debris slides within the past several decades.
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STTE
The site of the proposed residence upon which this soils exploration
I has been made is located on Lot 50, Vail Village West, in Eagle County,
- colorado.
I At the time of the fielct investigation, approxinately 3-o to 4.OIeet of snow coverd the site. There is a downward slope from the Souther-
t Iy side to the Northerly side of the site. Surface drainage is facilitatedIby this slope and runs directly to Gore Creek Drive. Drainage patterns
I on the site and vegetative cover were not discernable due to the depthtof snow.
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SUBSURFACE COI.IDITIONS
General Soil Description
Two distinct soil profiles were found at the locations of TP-1 and
TP-z. The soil profile of IP-I consists of a hj.ghly organic clayey silt
topsoil layer extending approximately two feet from the ground surface.
Below this layer and exteniling for the depth of the exploratory test
Pit is a stratum of sandstone fragments with a silt and sand binder.
Sone fragrnents were as largte as 48 inches in one dirnension. The orienta-
tion of the fragments indicate that th€,y are col]uvial deposits frour
debris sliiles in past decades. The sand and silt binder tended to have
increasing percentages of sand at greater depths.
Test Pit IP-2 also has a thick deposit of highly organic topsoil
which extends approximately 1.5 feet below the ground surface. fhis
Iayer of topsoil is underlain by a stratum of firm brown coarse to fine
sand which extends the full depth of the excavation.
The stratification of the soils, as shown on the accompanying Test
Pit Logs, represents the soil conditions in the actual test pit locations,
and variations may occur between the test pits. Lines of dernarcation
represeDt the approxi-urate bor,rndaries between the soil types, but the
transition may be gradual.
Grounil l{ater Observations
Grorind water \ras not encountered at the tjme tl1e test pits were
excavated. However, water may be present iluring the spring monttrs, or
after a prolonged period of rain. The permeability of the soils, seasonal
variations, temperature and recent rainfall conditions may influence the
lrater levefs at other times.
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Project Description
' rt is understood that the structure will consist of a single-storv
buj.lding of frame construction r^,ith a basement.
Foundation elevation wi1l be at approximately 12 feet below theexisting grade in the rear of the building and approximately at the
existing elevation in the front of the building.
No esti-mate was avair-abre for wa'1 10ads at the time this report
was prepared. For the purtrlose of this report it has been assumed thattotal wall 10ads will be on the order of 3 kips per lineal foot. r{hen
design data has been generated for this project, the soils engi}eer
should be inforureil if the actual loads are expected to vary substan_
tially fron this estirnate.
For:ndation Recor,,nnenclations
Var.ious foundation types have been considered, for support of tJ.e
proposed residencei however, considering the proposed structure and
the in-situ soi1s, conventional spread footings or continuous waLl
footings or any courbination of these foundation tlpes is reconunended.
Net aflowabLe soil bearing pressures of 32OO psf and 26O0 psf uray
be used for dimensioning conventionar spread footinqs and continuous
wa'1 footings, respectively, founded at a depth of 4.O feet or more
below the existing ground surface.
In order to avoid the effects of slight differential movements that
may occur due to variations in the characters of the supporting soilsor variations in seasonal moisture contents, it is recommended that all
continuous footings be suitably reinforced to make them as rigid as
pos sib1 e.
The effects of seasonal variation in moisture content and the
effects of frost action wou.d be arleviated if the foundations were
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founded at depths of at least 4.0 feet below the finished grade. ?otal
and differential settlement between footings would also be minimized.
Basenent walls should be ilesigned to resist an equivaLent lateral
earth pressure of 45 pcf and 60 pcf per foot for backfill surfaces
sloping nearly horizontal and at a 2t upward slope from the founC-ation
waII. respectively.
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CONSTRUCTION CONSIDERATIONS
Site Preparation
Excessively organic topsoil and loose dumped fill rnaterials generally
undergo high volune changes when subjected to 1oads. This is detrimentaL
to the behavior of pavements, floor sIabs, structural fi]ls, and shallow
foundations placed upon them. Therefore, it is recommended that excessively
organic topsoils be stripped from these areas to depths of approximately
24 inches and stockpiled for later use.
After the existing subgrade soil.s are excavated to design grade,
proper control- of subgrade compaction, and the placement and compaction
of new fills should be rnaintained by a representative of. the soils engi-
neer. The sang>le specifications for compacted fi11s and backfills, pre-
sented. in an addendum to this report, can be utilized to minimize the
volume changes anil differential settlements which are detrjrental to
the behavior of footings, pavements and floor slelrs. These specifications
should be nodifiecl to suit the particular aspects of this project.
Floor S I:t's
Care must be taken to insure that aII excavations made for the founda-
tions are proPerly backfilled with suitable material compacted in accordance
with the procedures outlined j-n the specifications. Before the backfill
is placed, aII water and loose debris shouLd be removed from these exca-
vataons.
Prior to the construction of concrete floors, the subgrade should be
thoroughly proof compacted to insure a uniformly high density. Special
care should be taken in areas where underground utilities have been in-
stal led .
The floor slab should be suitably reinforced to make it as rigi.d as
possible, and proper joints should be provided at the junctions of the
slab and the foundation wall-s, so the floor slab vrill act independently
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of the structural portions of the building.
A granular mat should be provided below the floor slabs. This
should be a minimurn of six inches in thickness and properly compacted.
Ground Water
Because of the relatively low ground water level, no difficulty
iluring excavation and construction of tbe proposeil shallow foundations
is anticipated. However, since these foundation materials generally
tend to soften and swel-I when exposed to free rlrater, every effort should
be made to keep the excavations dry if water is encountered.
A granular mat should be placed beneath the basement floor slab.
The waII excavations shouLd be backfifled with a freely draining mate-
rial, with proper drainage away from the subsut-face structure. fhis is
to prevent the fornration of excessive hydraulic uplift forces and hydro-
static lateral forces on the basement floor anil wa1ls, respectively.
This drainage systetn should not be open to surface water. Thus, the
upper part of the exterior backfill- material should consist of rela-
tively impermeable material.
Whi Le no ground water '!.ras encountered at the time the f ie ld inves-
tigati-on was conducted, it is possible tl.at the water tabLe will rise
considerably due to spring runoff, a prolonged period of rain or Land-
scape watering. Therefore, a subsurface perimeter drain should be con-
structed around. the exterior of the founilation system to carry tdater
away frorn the builcling. This drain should consist of a perforated dis-
charge pipe shall be given free gravity access to the ground surface.
Surface Drainage
The ground surface should be sloped away from the buildings on al1
sides to control surface water r r.,-nof f . Surf ace water running tonard
the structure from upslope areas should be diverted. around and away
from the building by means of drainage swales or other sirnilar measures.
The minjmr:m grad.ient within ten feet of the building will depend upon
surface landscaping. Bare or paved areas should have a minimum gradient
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r 7 percent.
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I GENERAL COMMENTS
I Ilhen the plans and specificatioDs are more complete, or if there
I are any significant changes in the character or location of the proposedIstructure ' -a consultation should be arranged to review then with respect
I to the prevailing soil conditions. At tbat time, it uray be necessaryIto sutmit supplementary reconmenclations.
I It is recdnmeniled that the services of a qualified soils engineer
I be engaged to inspect the foundation excavations to insure that the
t soils have the required bearing capacities and that no debris, soft
r sPots, or areas of unusually low density are located in the fou-ndation
t regicr.
I InsPection and testing should also be performed to insure that
I suitable material-s are used for controlled fills and that they are
I properly placed and compacted.
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I GENERAL NOTES
- Sample fdentifieation
I The Unified Soil Classification Systeim is used to identify the soil
Ir (unless otherwise noted) as weII as a visual description of color and
I particle size using the nomenclature defined below:
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^ Particle Size
I Boulders: 8 inch + Coarse Sand: 4-76 ws to 2.00 'm
Cobbles: I inch to 3 inch Medium Sand: 2.00 nun to 0.42 ttm
Coarse Gravel: 3 inch to 3/4 inch Fine Sand: O.42 nm to 0.074 rm
Fine Gravel z 3/4 inch to 4.75 nur Si]t: 0.074 um to 0.005 m
CIav: Less than 0.005 'mn
Distributi on
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Flod.if ying Term
Trace
LittIe
Some
"And" or "Si-ngle Modifying
Term"
Percentage
Less than lot
10 to 20t
20 to 35t
35 to 5Ot
Soil, Property Sl/libols
N: standard Penetration Value - Blows per foot of a I4O pouncl hanmer
falling 30 inches on a 2 inch O.D. split-spoon
QU: Unconfined Compressive strength, tsf
8P: Hand Penetrometer value. tsf
MC: Moisture content, g
LL: Liquial Lirnit, +
PL: Plastic Li-mit, t
PI ! Plasticity Index
D : Dry Density, pcf
t+ Apparent ground water table at time noted after corpletion of borirg
1/g; wot applicabLe
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SS: Sp1it-spoon -
ST: Shelby tube -
DB: Dianond Bit
CB! Carbide Bit
WS: vfasheil Sample
Drilling andl Sanpling Symbols
1-3,/8" r.D., 2n O.D. ,
3r O.D., except rdhere
except rrhere noted
noted
Relative Density and Consistencv Nonenclature
Term (non-cohesive soils)
Very Loose
Loose
Firm
Dense
Very Dense
Te:.n (cohesive soils)
very Soft
Soft
Meditn
stiff
Very Stiff
Hard
N-Va1ue
o-4
5-10
ll-30
31-50
Over 50
qu (rsF)
0:0.25
o.25-O.50
0. 50-1. 00
t. 00-2. o0
2. 00-4. 00
4.00 +
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RECORD OF SU3SURFACE EXPLORATION
O B.RTNG No. r o
LOCAT|O Eaqle Countv, Colorado PROJ€CT NO.
DATE 3-5-79
v8-288 SURFACE ELEY.
sor'. oEscRrPrror ;SF
Dark brown clayey SILT, some organic
material, trace coarse to fine sand
Fragmoented SANDSTONE, silty coarse to
fine sand binder (sorne fragments as
large as 48 inches in one dimension)
END OP BORTNG
No split-spoon samples
due to the numerous
f ragrments .
were possible
sand s tone
RETARXS
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RECCRD OF SUBSURiACE EXPLORATION
SCRFiG NO. 2
PROJECT NAME proposed RosiCen.e DATE 3-5-79
LOCAT|OT{ Eaole Counrv, Colorado pRoJEcT NO. V8-288 suRFAcE
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sorL o€scRrP.or :SF
Dark brown clayey SILT, some organic
material, little coarse to fine sanil
:t:ti-.1,
It::;iil;'iit$:
Ctir
I;iijY*lr r
z:'i.i
iii:ii:*t,t.ti
la. tt...
Y -r rloi.,'r j j E'
$'.,'.!iiTil$
Brown coarse to fine SAND, trace silt
(occasional sandstone frag,r0ents)
RETIARXS
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SAI{PLE SPECIFICATTON
FOR
TTE PI,ACING AND COMPACTTNG OF CONTROLI,ED FILL
GENERAL
The f ol.l-owing recortrnendations for soil backfilling should be employed
as a guide and should be rnodified accordingly to suit the various types
of construction.
The successful construction of a stable fill will depend upon the
ProPer preparation of the subgrade, the materials selected for use, and
the tyPe of equipment utilized for compaction. In ailclition, the control
of moisture will be ilrportant if the required densities are to be obtained
with a ninimr:m of effort.
Site Preparation
The effectiveness of the new backfill will depend largely upon the
stability of the natural subgrade soils. The following procedures should
be undertaken.
Excavation of Poor Soils
Prior to the placing of any new fill , all topsoil, organic soils,
frozen materials, existing uncontrolled fil1, and obviously compressible
soils roust be removed.
t{here excavations are rnade for the removal of the cleleterious materials,
it wiU be necessary to maintain then in a relatively dry and worka.ble con-
dition, so that the moisture content of the backfill can be contro]led
while it is being placed. If the subgrade soils are soft clays, they
must be rernoved or disced ancl harrorreal to aerate anil d.ry the soils. Ihese
soils raust be subsequently compacted to the same rninimr:m density as the
new fill.
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Ground Water Control
The contractor shaI1 provide, maintain and operate equipment, trenches
and sumps of adequate capacity to keep excavations free of water at all
times. The contractor sha1l also provide pits, trenches and pumping as
required to reduce the water table in isolated areas. He shb.ll not
permit soil solids to be removed together with the water, anil the dis-
charge must be l-ocated a suitable distance from the excavation.
Proof Compaction
AII subgrade in cut areas shall be roll-ed and compacted as specified
to produce a compaction equivalent to that of the filted. areas. Surf.aces
to be filled shall also be compactecl before placing fill.
Where requireal, the subgrade will be proof compacted until it offers
a relatively unyielding surface. Proper equiptnent sha1l be used for this
operat ion.
If this proof compaction causes water to move to the surface, or if
it causes the subgrade to "prnnp" or to becorne unstable, the proof compaction
should be stopped and the soils engineer consulted.
I-IATERIAIS
AI1 fil-ls shall be made with approved rnaterials free of vegetable
matter' wood' debris and frozen material. The fill should be constructeil
by placing loose and uniforrnly thick, for the full wialth of the left,
layers of not more than eight inches depth before conpaction. l,laterial
shalL be thoroughly and uniformly moistened or dried to achieve unifonn
and optimum compaction.
Where on-site cohesive rnaterials are used, those soils vrhich contain
excessiwe anounts of silt or r^rater. should be discarded as it will be vir-
tually impossible to compact them to the required density.
If new fill is brought to the site, it should preferably consist of
a granular soil, free from orgranic or other deleterious materials.
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The upper six inches of the
if it is in a wet condition. No
PI,ACI}TG
subgrade should be disced and harrowed
fill shall be placed on frozen ground.
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The select fill sha1l be placed in layers not exceeding eight inches
of loose thickness and thoroughly compacted prior to placing of the next
1ayer.
Each layer shall be compacted as soon as possible after placing.
Any compacted ruts in the layer, ilue to travelinq or hauling eqr:.ipment,
shall, be harrowed, if required, so that the compactirrg eguigmrent shalt
operate over a uniform layer.
Ihe surface of the fill- should be pitched slightly to promote sur-
face run-off of rainfall.
At the completion of each workday, the surface of the fill should
be smoothed and sloped to minirnize infiltration and adsorption of rain-
water.
COMPACTING EQUIPIUENT
Non-cohesive Fill-s
Where the fill consists of sand or gravel rrirterials, compacting .equip-
ment shall consist of pneumatic-tired or steel virheel roLlers, either of
the vibratory or static loaded type. The effective load sha1l be not less
than 325 pounds per rateal width, or 4.O00 pounds per foot of drrml length,
for compaction of a layer eight inches in thickness. For lesser pressures,
the thickness of the lift eriLl be reduced, but in no case shalI the pres-
sure be less than 2OO pounds per inch, or 2r4OO pounds per f,oot'of tire or
drun width.
Pneumatic rollers shall consist of t\do axles, on which there are
mounted. not less than nine pneumatic tires, in a manner such that the
rear wheels will not follow in the track of the forward group. The
roller should have a rigiid frame, provided with a platforn for carryingr
the vibratory equipment or baI1ast.
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Cohesive Soil. Fills
Where cohesive soils are used as fi1I, each layer shall be compacted
with a sheepsfoot_ loller. Ttre rollers shall have staggered rows of feet,
projecting not less than seven inches from the druu, and shall- be }oaded
to proiluce a pressure of at least 2O0 powrds per square j-nch of contact
with the soil.
Limited Areas of Compaction
In limi ted areas, or hrhere backfill is to be placed aqainst founda-
tion walls, or where narrow trenches are to be backfillecl, only granular
fiLl shal"l be used. This will be compacteil with a portable vibrating
pLate tlT)e of compactor.
Other Conpacting Equipnent
Cornbinations of the above methoils, or other methods capable of
producing equivalent results \trith the available fill material, may be
used, depencling on tlre characteristics of the material , and with approva I
of the engineer.
In the event that heavy duty vibrating compactors or other special
equipoent is used, the thickness of the l-ayers rnay be chanqed with the
approval of the architect, engineer, or soils consultant provided tests
show equivalent cornpaction is obtained.
No floodingi of the subgrade to achieve compaction wilt be permitted.
MOISTURE CONTROL
A11 fil1s shall be cornpacted at not more than two percentaqe points
below, nor more tharr three percentage points above the optimla moisture
content, unless prior persj-ssion to vary this is obtained from the engineer.
Material that is too vet to tr)€mit proper compaction may be stock-
Piled or be spread on the fill ancl permitteat to dry. Discing. harrowing,
or pulverizing nay be necessary until the moisture content is reduced to
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a satisfactory va1ue, after which it shall be compacted..
ltre contractor shall provide and operate suitable equipment to add
uroisture to the fill layers, and to uni formly distribute water throughout
the layer.
DENSTTy REgUTREMENTS
Compaction procealures, previously described, shall ccntinue until
the required density of 95 percent has been obtained in areas receivingT
foundation loads. A minimr:rn of 95 percent must be achieved in areas sup-
porting floor anil pavement loads only and rnininrn densities of 9O percent
nust be reached in landscaped areas.
If considerable variations occur in the su.bgrrade due to: changes
in the character of the fiII, fluctuations in moisture contents. or den-
sity test results, the contractor may be required to proof roll the
finished grade until a relatiwely unyielding surface j.s obtained. Any
areas showingr excessive deflection shall be sub-sut, backfilled with
stable soil ar.d recompacted at the contractorr s expense.
Ihe compaction densities are based on the ASTU D-1557 test value
(a1so known as AASHO T-I80). Other requirements, or the use of other
stand.ard.s, may be authorized by the architect, engineer, or soil-s consul-
tant to suit particular conditions.
1SSTING AND I}ISPECTION
The or.mer will employ the services of a soils consultant, thoroughly
e:<perienced in soj.1 mechanics, for the testing and inspection of work
included under this section of the specification.
The soil consultalt wil-I assist the earthwork contractor and advise
hirn with respect to his equipment and procedures.
The consultant shall approve all materials, equipnent and procedures
used for the site preparation and construction of the fill.T
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