HomeMy WebLinkAboutGLEN LYON LOT 10 LEGALQor?*, /t-t'ro
Design Revierr Boa
ACTIOfl FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tef : 970.479.2139 taxi 970.479.2452
web: www.vailgov,com o€rallfrY tr\€LeuE'f,r
Project Name: COHEN LANDSCAPING
Project Description:
Replacement of existing timber retaining wall with new 2 - 3' drystack stone wall; new
landscaping along east of residence.
Participants:
owNER COHEN, RICHARD W. & DIANNE H05/03/2006
2950 RIVERMEADE DR
ATI-ANTA
GA 30327
APPLICANT LANDSCAPE TECHNOLOGY GROUP, 051 03 12006 Phone: 970-748-1939
P.O. BOX 5147
VAIL
co 81658
License: 157-5
ProjectAddress: 1467 GREENHILL CTVAIL Location: 1457 GREENHILL CT'B' UNIT
Legal Description: Lot: 10 Block: Subdivision: GLEN LYON SUB.
Parcel Numben 2LO3-L24-0304-6
Comments: seecondition
DRB Number: DR8050136
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ASTION
Action: APPROVED
Date of Approval: 05/10/2006
Cond: I
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
C,ond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0008012
No parking shall occur on Greenhill Court during entirety of construction.
Planner: ElisabethEckel DRB Fee Paid: S2O.OO
Mi nor Exterior Alterations
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2128 faxi 97 0.479.2452
web: www.vailgor'.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the partiarlar approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description ol Request:
Mailing Address:
tr
tr
tr
Type of Review and Fee:
tr Signs
O Conceotual Review
New Construction
Addition
Minor Alteration
(multFfamily/commercial)
Minor Alteration
(sin gle-family/d u plex)
Changes to Approved Plans
Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re-roofing, 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
A
tr
tr
t+++****rf+*+++{'+**++*+ttt'}****++***+lt*****+1t++{'l'+++*+***t**+*********+t+i*iri**it***t****
TOWNOFVAIL. COLORADO Satement *l****i ++ ********taa++l'***tl***{'**+** * * * ***+t+++lr*+**********'i****t**a***{'t***{'*+t{'********+
Statement Nunber: R060000508 Amount: $20,00 OS/03/200603:14 pM
Payment Method: Caah
TECHNOI,OGY GROUP
hit: ifs
NoEat,ion: $/T,AIIDSCAPE
Permit No: DRB050136 TIT)e: DRB-Minor Alt,SFR/DUP
Parcel No: 2103-124-0304-5
Sit,e AddreEE : 14 5 7 GREEbIHII,I, CT VAII.,IJocation: 1457 GREENTHrI,I, CT 'B' [,NIT
Total FeeE:
Total AI,L PmCE:
Balance :
Thie Payment:
$20.00
$20.00
$0.00
$20.00
* * * ***+t++*'i'il"t't'|.*******+*'|*+*******ti+++++ + * * * * * ***** *****,l.ii{' *+****+**++t***********'l'f rl'}'l+
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
DR 00100003LL2200 DESIGN REVTEW FEES 20.00
03 /30/2000 09: 30
'8-els,- 1998
I, (print
FAX 40{2560999 ;42PM FRO{
RBA O oor
7.2 ,
prwide this
bccn
bbe
bi
at
TOTilTPROPERIY OWTIER
WRITTEII APPROYAL LETIER.
aJont arner of popefiy lmbd at (addtedlegal
wrfttarappror/d of OE pbrt'daGd
Town of vail Cornmunty Derdoprnert Depa.tsnentfu tfie pWced lnpfitttttEnts
addcss noted aboe. I urr<lcnbndthatthc piryoefil rnporcrngtts it€utb:
thlt mLror modlfiotfors rnay h fiEdc b t ta pbns ors
eisrire enrplbrp with the Tqvnt dpplbable odes and regulaUoos.
K&-,LT )
cou'te of ttr€ review
F.gt Z of a
't
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I, (print name), a joint owner of property located at (address/legal
description) l4(7 Cp+*" *rrc Cf Uu,r r1
provide this letter as written approval of the plans dated OO5 which have
been submitted to the Town of Vail Community Development Departnent for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include;
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
F:\cdev\FoRMS\PERMm\Planning\drb_minor_alt_1 1 -23-2005.doc
lU2312005
Page 2 of 13
,'
\'t t
MINOR EXTERIOR ALTEMTIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios,
water features, grading, or the addition of retaining walls.
I. SUBMITTAL REOUIREMENTSX*
u Stamped Topographic SurveYx
D/ Site and Grading Planx
{ Landscape Plan*D Architectural Elevationsx
o Exterior color and material samples and specifications,
tr Architectural Floor Plansx
o Lighting Planx and Cut-sheet(s) for proposed fixtures
o Tltle report, including Schedules A & B to verify ownership and easements*
o Photos of the existing site and adjacent structures, where applicable.
o Written approval from a condominium association, landlord, and joint owner, if applicable
o Site-specific Geological Hazard Report, if applicable*
n The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with an asterisk (*).
*xFor interior conversions with no exterior chanqes, the submittal requirements include a complete set of
existing and proposed floor plans, a title report, and written approval from a condominium association,
landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
Project Name:
Contractor Signature
oatesignea 3-/l-e{
F: \cdev\FORMS\PERMITS\Planni ng\drb_minor-alt-1 1-23-2005.doc
7712312005
Page 3 of 13
Botanical Name
PROPOSED I.ANDSCAPING
Common Name
PROPOSED TREES
AND SHRUBS
EfiSTING TREES
TO BE REMOVED
*flt&
Ouantitv
3
Size
t 7'/,
ut
#{#f
lnl*u^s 'l+t,noT
lr""r lu*rr*ttbn*.oie+*.ttu\ $p*t 1
Minimum Requirements for Landscaping :Deciduous Trees - 2" C-aliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Tvpe
GROUND COVER
soD
SEED *llfh
IRRIGATION
TYPE OF EROSION CONTROL
Mr"uq f)**u,,rfy:t*
tt?o (f'
v
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
Square Footaqe
F:\odev\FORMS\PERMITS\PIanning\drb_minor_alt_1 1-23-2005.doc
111231200s
Page 7 of 13
PROPOSED MATERIALS
Buildino Materials Tvpe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Wndow Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes!
Please specifo the manufacturer's name, the color name and number and attach a color chip.
F:\cdev\F0RMs\PERMlTs\Planning\drb_minor_alt_11-23-2005.d0c Page 6 of 13
L!12312005
I ' .l ,
crtr*t_sdTY tFt€LoFtf T
6btlQm,lntto
Design Review Board
ACTTOn FORlrl
Department of Community Develogment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.t139 taxi 97A,479.2452
web: www.vailgov.com
Project Name: KORT DECK
Project Description:
Participants:
OWNER ELLENOREJOINTVENTURE
c/o Joss EQUmES
180 N STETSON 5555
CHICAGO
IL 60601
APPUCANT ELLENORE JOINT VENTURE
c/o Joss EQUmES
180 N STETSON 5555
CHICAGO
IL 60601
Project Address: 1,167 GREENHILL CT VAIL
1467 GREENHILL CT WEST'A' UNIT
091201200s
091201200s
Legal Description: Lot: 10 Block: Subdivision: GLEN LYON SUB.
Parcel Number: 2103-124-0304-5
Comments: seeconditions
DRB Number: DR8050499
FINAL APPROVAL TO REPLACE ROTING DECKS WITH STONY PATIOS TO THE SAME
DIMENSIONS AND ADD PLANT BEDS TO BORDER THE PATIO - see conditions of approval
LocaUon:
MoUon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
ACtiON: APPROVED
Date of Approval: 09/30/2005
C,ond:8
(PLAN): No changes to these plans may be made without the written @nsent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Itnaldo
Plrnnc: Ellsabeft Ecltel
ono: coNmtgs O
Apdicant shall ensure that all grades are returned to at least a 2:1 raUo by Ume
of llnal{o
Condr @1l1(X)07600
Appllcant shall rcSrc all dlsturbed areas of site wittr nahrnl vegetaton prlor b
DRB FGG Pald: l20.m
,,* T_r
General InformaUon: tzAZaZ7> .tZ4.p,zrta /, ' l/u
All projects requiring design review mus't receive app;/ val prior to subrnitdng 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 untl all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Ilesign review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Location of the Proposal: Lot: / 0 gbck: a13? Subdivisiont GLtu
Physical Address:
Parcel No.: |103lf\%OLt;:(Contact Eagle Co, Assessor at 970-328-8640 for parcel no.)
Zoning: l-tatoenrtt'u
Description of
Name(s) of Owner(s):
MairinsAddress: /10 *t. f +meap 0t i lft - , Gk sosf
Phone:
Owner(s) Signature(s):
tpT
Name of Appliantz L*uOscklf TA-*u,-oay Gpur/
MaifinsAddress: 1.0.P; it+Z t l",rCO tt/..t
o rfs
0
{.is \n
E-maif Address: l-*ilnsL*laJhu O ku . Lo'^
Type of Review and Fee:
tr Signs
D Conceptual Review
tr New Construction tr Addition
il Minor Alteration
( multFfamily/commercia l)
t $ Minor Alteration
/' (single-family/duplex)
fl Changes to Approved Plans
tr Separation Request
Phone: q.70. ?t+tutn\q
Faxi 4?o' ?Llt -oo3l
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 addiuons & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re-roofing, 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
Fg8ff* 980!o cn".r ruo.,'27 B3 ay,
tteting oare,,/O' ( 7' of
Planner:
**+*tt**i*t+*+++tt{'*'}******'t*'t****i+++*********a*+********t***********it .t****a*f*******a**+*
TOWNOFVAIL, COLORADO Statement
Stat,emenL Nurnber: R050001542 Amount: $20.00 09/20/2OO5O8:34 AM
Palment Method: Check Init: iIS
NotsaEion: 2 783 /r,A}IDSCAPB
TEEH GROUP
Permit, No: DR8050499 TlDe: DRB-Minor AIt,SFR/DUP
Parcel No: 2103 -124 - 0304-5
Site Address: 1457 GREENHIIJIT CT VAIL
I,ocation: 1467 GREENHILL CT $TEST 'A' UNIT
Total Fees: 920.00 Thia Palment: $20.00 Total ATJIJ Ernta: $20.00 Balance: $0.00
ACCOI.JNTITEM LIST:
Account Code Deacription Current Pmta
DR OO1OOOO3LI22OO DESIGN REVIEW FEES 20.00
r;".P.l 03 OS O7:2Oa hafFicanaiFuray3 4rJ+7638?3?
ttr.//\ , (a
lU( / jL2INH'LL
out,o LT,
Minor Exterior Alterations
lo evrew
rrcation of the Prcposal: LatJz-Bbck-le-SltuHivisionl
?rrttk l AdCrctrc!
zoning:
t{am{s) of ou,rEr(i):
Ovmcrts) Slgn.Ure(s):
ilurcof Applicanh
frlaillng Addrc*:
.v+- z$6:l-+/L--
Iypc of Reui€Lr and Fca:
E 99m
.n Conceptlal Review
PIur f1.00 pcr squarc fuot of ffial 5i9n area'
Minor A&eraticn
(muld-faarily/commechl) .
Mircr Afteratrbn
(side-family/dr+lex)
Charrges m Approved flans
Seoaration Rcsrcit '
For OfriGe UiG onty:
Pail: ------
F
,o
by Ptsnning staft
Meding Dotr:
Oleck No.: --
-
8y:
fOot OS OS O?r2Or 3out,h.fr I crn. t Fuas3
"d.TlxLT." e
ffiffiT"H
40.1 423?763 o p.2
1
t-ar
P.
/rts-tail
h--+.--
bhtrrdcrlr u:*.,oo.dtu- ,,r._..-- ^l
v'v*rs er FrtlEEl lh'rrsr Efu. LrdE vt,rf, 0*riwrttt ltrtlnc rrcln:
h nn D h. ,l! or? tia our ot itc rG,tJ,
firfrrqlpqE
tc$furtl
hFtcUros/qrc
Ittlthnurhrhdiitdror
t[(GbsrEcr|l||,E$l
,*ffi
MINOR EXTERIOR ALTERATIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios,
water features, grading, or the addition of retaining walls.
I. SUBMITTAL REOUIREMENTS{"t
o Stamped Topographic Survey*o Site and Grading Plan*
F Landscape Plan*o Architectural Elevations*a Exterior color and material samples and specifications,o Architectural Floor Plansx tr Lighting Plan* and Cut-sheet(s) for proposed fixtures tr Title report, including Schedules A & B to verify ownership and easements*o Photos of the existing site and adjacent structures, where applicable.o Written approval from a condominium association, landlord, and joint owner, if applicable o Site-specific Geological Hazard Report, if applicable*o The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with an asterisk (*).
**For interior conversions with no exterior changes, the submittal requirements include a complete set of
existing and proposed floor plans, a title report, and written approval from a condominium association,
landlord, and joint owner, if applicable,
f have read and understand the above listed submittal requirements:
Project Name:
Contractor Signature
Date Signed 1'n'otr
Page 3 of L3l05lo6l05
Topographic surveyi e Wet stamp and signature of a licensed surveyor r Date of survey . North arrow and graphic bar scale . Scale of 1"=10'or l"=20). Legal description and physical address e Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than
40o/o, and floodplain)r Ties to existing benchmark, either USGS landmark or sewer invert. This information must be
clearly stated on the survey . Propertt boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings
and a basis of bearing must be shown. Show existing pins or monuments found and their
relationship to the established corner.o Show right of way and property lines; including bearings, distances and curve information.. Indicate all easements identified on the subdivision plat and recorded against the property as
indicated in the title report, List any easement restrictions.e Spot Elevations at the edge of asphalt along the street frontage of the property at twenty-five
foot intervals (25'), and a minimum of one spot elevations on either side of the lot.. Topographic conditions at two foot contour intervals . Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a
point one foot above grade.. Rock outcroppings and other significant natural features (large boulders, intermittent streams,
etc,).. All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).r Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils). Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to
the required stream or creak setback). Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to
the site, Exact location of existing utility sources and proposed service lines from their source to
the structure. Utilities to include:. Cable W Sewer Gas . Telephone Water Electric . Size and type of drainage culverts, swales, etc,. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250' in either direction from property.
o Site and Grading Plan:. Scale of 1"=20'or larger . PropertY and setback lines o Existing and proposed easements . Existing and proposed grades o Existing and proposed layout of buildings and other structures including. decks, patios, fences and
walls. Indicate the foundation with a dashed line and the roof edge witti a solid line.. All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed
grades shown underneath all roof lines. This will be used to calculate building height.. Proposed driveways, including percent slope and spot elevations at the property line, garage slab
and as necessary along the centerline of the driveway to accurately reflect grade.. A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an
uohill direction.. Locations of all utilities including existing sources and proposed service lines from sources to the
structu res.
Page 4 of r3l06i06/05
PROPOSED LANDSCAPING
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
Botanical Name
[)ola,,0c l*,u-tntu,
6tu
/r.,,ou, 'smt*rt
/ lrtot owt *'
Common Name
Cil ot-n" 512*ro
I lFleru
5tacu Ltt*f
6ttn+ ttnr*
Size
t'- rz
3t'
^'d-9't+' bt6
lrerztJttr-ttsL t' *l
(uilrs o*Tvt Crctzp* lql t Lt, 6+9
cgwHyL SlllzqS 3{#,
Minimum Requirements for Landscaping :Deciduous Trees - 2" C-aliper
Coniferous Trees - 6' in heiqht
Shrubs - 5 Gal.
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Tvpe ^+f f ftlrs Lh.**fu-:y'*'
tqv^nL Sh
Square Footage
800
I
l00o
,tbro
a q00o
Page 7 of L3l06lO5lOs
Itlmur l-oa G*ou
features (i.e. retaining walls, fences, swimming
UTITITYAPPROVAL & VERI
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services,
and also to veriry service availability and location for new construction and should be used in conjunction with
preparing your utilw plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations,
shall be submitted to the following utilities for approval and verification.
o
FICATION
Date
QWEST
970.468-0672(fax)
Contacts:
Sam Tooley 970.468.6860
Jason Sharo 970,38,1.0238
XCEL HIGH PRESSURE GAS
970.262.4o76 (tel)
970-468-1401 (fax)
Contact: Richard Sisneros
HOLY CROSS ELECTRIC
970-947-5435 (tel)
970-945-4081 (fax)
Crntact: Mike Mikolic
XCEL ENERGY
970,468.1a01 (fax)
Contacts:
Kit Bogart 97 0.262.4024
Jim O'neal 97 0.262.4003
EAGLE RIVER WATER &
SANITATION DISTRICT
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Marian Phelps
COMCAST CABLE
970.468-2669 x 112 (tel)
970.468-2672 (fax)
Contact: Bradley Dorcas
NOTES:
1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are
made directly on the form, the Town will presume that there are no problems and the development can proceed.
2, If a utility company has concerns with the proposed construction/ the utility representative shall note directly on
the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in
an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility
company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the
Department of Public Works at the Town of Vail. Utilitv locations must be obtained before diqging in any public right-
of-way or easement within the Town of Vail, A buildinq permit isnot a Public Way oermit and must be obtained
separately.
The Developer is required and agrees to submit any revised drawings to the uUlities for re-approval & re-verification if
the submitted plans are altered in any way after the authorized signature date (unless otheruise specifically noted
within the comment area of this form).
Authorized . Siqnature
Comments
Page 8 of 13106/08/05
TOIflVffi
owners/Project nu ", Kott l-afinte
Project Address:II+(7 6t-eauut+ L-r f*,r A
Suruey/Site Plan Review Checklist
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2128 tax: 970.479.2452
web: www.vailgov,com
*fhis checklist must be submitted prior to Public Wot*s review of a prcposed developmenE
Applicant:
Submittal o Stamped survey of property
o Civiusite plans
Suryev Reouirements:
o Surveyo/s wet stamp and signature D Date ofsurvey tr North arrow o Proper scale (1"=10' or L"-20')o Legal description o Basis of bearings / Benchmark n Spot Elevations o Labeled right of way and propefi lines;
including bearings, distances and curve
information.
o Lot Size a Buildable Area (excludes red hazard
avalanche, slopes greater than 40olo, and
floodplain)
Site Plan Requirements:
L Access (check all)o Driveway type and finished surface are shown on the site plan.
o Unheated o Heated (portion in ROW in a separate zone)D Snow storage areas are shown on the site plan within property boundaries (30olo of driveway area if
unheated; 10o/o of driveway area if heated)o All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development
Standards, p. 11. Steepest Section Driveway Grade (not the average grade):_
o Parking spaces and turning radii are noted on site plan and conform to Development Standards,
pp.12&14
il. Construction Site (check all)o Location of all utilities and meter pits are shown on the site plan,
o Limits of disturbance construction fencing is shown on the site plan.q I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.o I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 of 13/06/05/0s
Phone Number: 47o' ?qf ' Hh
f Landscape plan o Title Report (Section B)
o Environmental Hazards (ie. rockfall, debris
flow, avalanche, wetlands, floodplain, soils)o Watercourse setbacks (if applicable)
o Trees
o Labeled easements (i.e. drainage, utility,
pedestrian, etc...)
a Topography a Utility locations o Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
from property.
m. Drainage (check all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p. 12,o (Note: Valley pan must not be heated)D 4 Foot Concrete Pan D B Foot Concrete Pan B Positive and adequate drainage is maintained at all times within the proposed site.a Culveds have been provided and are labeled and dimensioned on the site plan.
o A Hydraulic report has been provided. (As requested by Town Engineer)
IV. Erosion Control (Check all that apply)o Disturbance area is greater than one half acre.o A separate Erosion Control Plan has been professionally engineered and PE stampeo.o .Less. than one half acre has been disturbed, and proper erosion control devicep are^shown on the site
plan.
V. Floodplain (check all that apply)o The project lies within or adjacent to a 100 year Floodplain.D 100 year Floodplain is shown on the site plan.
o A Floodplain study has been provided. (Required if floodplain is within construction limits or as
requested by Town Engineer)o The project does not lie within or adjacent to a 100 year Floodplain
VI. Geological/Environmental Hazards (check all that apply)
I The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20)o A Hazard Report has been provided
u The project does not lie within a Geologic/Environmental Hazard area.
VII. Grading (check all that apply)
o Existing and proposed gmdes/contours are provided on the site plan.
u All disturbed areas have been returned to a 2:1 grade.q All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
a Only existing contours are shown on the site plan, there is no proposed grading.
VIII. Parking (check all)a All residential and commercial parking spaces conform to the Development Standards, pp. 12&15.
il. Retaining Walls (check all that apply)
D All retaining walls conform to the standards in the Development Standards, p. 19.n All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
D All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.o No retaining walls are required for this project.
X. Sight Distance (check all that apply)o Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
oPropersightdistancehasnotbeenattained.Explanationwhy:-
Additional Comments
Please provide any additional comments that peftain to Public Works Review.
Page 12 of L3lo6l06/05
Applicants Signature
Siloam Stone - Stairs, Entries
ffkwaVs
& Patios
t.
tlonr.r
Page I of2
Applications
Tour
Page 1of6
{>
Stairso Entries Walkways
& Patios
The unique characteristics of our layered
stone provide:
An elegant natural appearance.
Positive traction.
Simplified installation procedure.
Excellent resistance to extreme weather
conditions.
Minimal water absorption.
Siloam sedimentary layered sandstone is idealfor
stainruay and walkway applications. The attractive earth
tone colors include Sienna Buff and Sienna Grey.
09/30/2005
Siloam Stone - Stairs, Entries
ffkwafs
& Patios Page 2 of2
i.iiflJt
Siloam Stone offers tremendous flexibility
for walkway and patio design. Small to
medium size pieces can be mortared to
provide a traditional formal design, or large
slabs can be used to create an unforgetable
rmpressron.
One piece or multiple piece patios are
viable options with Siloam Stone.
The utilization of our stone
is limited only by your imagination and skill
rome I About us I Producte I Applicatlons I e"trry I lnto nequct I
Exit
Ph: 719 2754275 Fax 269-1033
315 N. 7th Street, Canon City, Colorado 81212
Applications
Tour
Page 1of6 {>
http : //siloamstone.com/walks. asp 09/30t2005
From: David Rhoades To: ComDev; JR Rulapaugh; Mike McGee; Mike Vaughan Date: 09/28/2005 5:12:33 PM SubJect Red Tags issued
1. Vail HeQhts 3A (2099 Chamonix Lane) for unknortn scope of work. Do know that they have removed
some drywall and extended the loft area. I could see that from the door but was not invited in.
2. 1467 Greenhill Court ls a Planning Red Tag. They have not gotten any approvals but have removed a
couple of decks and patios anyway. PRJ05-0431
Elisabeth, )pu may be getting a call from the Planning Red Tag people. Theywere cordial though.
Thanks everlone. l'll be out until Monday but please let me knorr what else needs to be done, if anything.
David Rhoades
Town of Vail
Code Enforcement Officer
970477-U',t7
970479-2452Fax
drhoades@vailgov.com
P/3:6^*/"*il*
Design Revier! Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 faxi 970.479.2452
web: www.ci.vail.co.us
Project Name; ELLENORE ALTEMTION DRB Number: DRBM0491
Project Description:
Exterior re-paint, addition of windows and doors on north and west side of home, relocation of
chimney, interior remodel.
Participants:
OWNER ELLENOREJOINTVENTURE 0911412004 Phone:
c/oJoss EQUnES
180 N STETSON 5555
CHICAGO
IL 60501
License:
APPLICANT STUARTSMITH 09/1412004 Phone:
1434 SPRUCE ST #110
BOULDER
co 80302
License:
ProjectAddress= L467 GREENHILL CTVAIL Location:
1467 GREENHILL CT, WEST UNIT
Legal Description: lot: 10 Block: Subdivision: GLEN LYON SUB.
Parcel Number: 210312403045
Comments: seecondiuons
BOARD/STAFF ACTION
Motion By: Hanlon Action: APPROVED ' Second By: Dunning
Vote: 3-0{ DateofApprovalz L010612004
Conditions:
Cond: 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not consttute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities,
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0006728
1) The applicant shall Emove all non-conforming lighting fixtures from the
residence prior to the time of issuance of the final certificate of occupancy.
Entry: 10/07/2004 BY: ee ,Action: AP
Cond: CON0006729
2) The applicant shall paint the flashing of the rooftop skylights to match the roof
Drior to the time of the issuance of the final certificate of occupancy.
Entry: t010712004 BY: ee Action: AP
Planner: Elisabeth Eckel DRB Fee Paid: $2O.OO
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Deparhrent ol communlly DevElwmenl
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7s SdJtll F.o^tags Road, Vdl colom@ ,8-1657 ' -tut, SZO.+zs'2t39 lsx: 970'479'2452
ffffiAJL1;"g.1"*tn" ,*t|.^, rnuet rccd'e approul prior to submltltnq '.-i!'ig-HTfPPlicatbn Pleas{i
reter (o the submi.at lruqulrernenls triitr" p"nLo"fi i dpprgysl thul ,is
rEqud*tod- Ar appll.,rtton for D€sign R$'bw
cannot bO Ocrcptcd Un1t arr raqur.",l- r"fo.La0.a la rccciv<$ Lv ttt-c cltitt"itv OevtJoOrrcnt Oeqanmenl' ThO
proied may 3bo ne€d . o. ,.'f iio"oi;;i,i1,,1ry3,1y'::-:::.m'*^:-f'TlfffiS"-"1ffiil
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General ln(ormaiion: i
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onc yetr ol [hE
Ooscriptlgn ol Requeatl
parcef No.: Z t b3t2+O3O"t_QS (Contect Eagl. Co. Assssor at S70-3ZB€gt0 ior oarel no )
zonlng:
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NamE af APPlicd
Malllng Addrass:
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Typc of Revicw
. slgns I t6o PlLs 51 00 per square loot of btal slgn arva'
r I - Iilo*"*'f"w NoFcE /tr
. tlow corrsructiLn : $650 For corclruotion ol a oew building or detnay'rabrnLl'
--. ff"fi*''""| " ; iaoo Foranaddilionwtrero4rrate,fvo(ag?.:{g!,!"-:ltt:$:l*aoortrorr | , cornmerciat bu1diftgt (indud6 25o sd]dflbns E inlsrbr @r'Ystsiont)'
ptirror attereriol : $250 FJ'tiiti Ltrzlces-trj uuildnss "t-sltc i-qT-u-T:L:": "*a -.'il1ili#irit"-""rU I * ,o*n''q. pii'ititg' *'"0'* addirion6' rsnd6captne' renc€6 end
,*- ^u.,"rr"L , ,* FiT',::r?:#tn blirdinq€ and ErlE tmorov.n€nE, sudr as.
{sinqle-tamlty/dup,ex) i.e'mfing. prlniting wlndow add\'tiofis' landseplno' tenc€s am
I tetainirrg tYsUs, elc'
C)rangr:* b Atbrcved Plani $20 foi ."Lio* io plam atready spproved by Plenninq stfi or ths
- I O€sign Review BoBrd'
. Separation Rahuest No Fea
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RESORT DESIGN
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TOWNOFVAIL, COLORADO Statemcnt lla*tlltl*altall*aaaatata*tatttflttatttt*+*at*1*'j*+tai**att'***at+tftlt***ar*ra'}t*+aaaa**tlat+
Statcm€nt Dlunber: R0{0006647 Amount: $20.00 O9/L4/2OO4O8:4? alr{
Pa)menC Method: Caab InLt: ilg
Notation: S,/STUART 81.{ITH
Pernit No: DRB0{0491 Tlpe: DRB-Minor Alt,gFR/DUP
Parce1 No: 210312{03045 gite Mdreas: 1{67 GRBEMIIIJJ gT VAIIJ
IJocati@: 1467 OREENIIUJJ qf, WB9T IINIT
Total Fee6: $20.00
Thl,a Palmeat: S20.00 Total AIJJ P!rEa.: $20.00
Balance: $0.00 rl*lt|}***ala*******l*tt*ltta*a'i*a't{tal*+r}**rrr't**t***t't'}*+ar:t:t't*t***ttr't{r'l**ar*,ll*attttalt|l****
ACCOUNT ITEM LIST:
Account Code Description Current ffis
DR OO1O()OO31122OO DESIGN REVIE}J FEES 20.00
Bulldlng Materlals
PROPOSED MATERIALS
Type of Materlal Color
Roof
Siiding
wndows
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Aurr"l. 6LA{c t{D. L.,lrh{sr, MFrLt{ r,(rgrtFc6t
\Mndow Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimnep
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specify the manufacture/s name, the color name and number and attach a color chip.
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Page 6 of 1zlMlO1lU
Welcome to Eagle Window and
Aaout Elor.c
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O||crY
DETLEN LOCATOR
Products: Doors
wr oms Dsors DEsto|l OPrl(''ts
O'lu|lE SronG
]SEARCH
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CoirAcr Ui
Hinged French Doors
SPACS . SlZEli
CAI} DNTAII.S
Where space permits a swinging door,
there's nothing quite like the impact of an
impressive French door. Dress up the look
even more with EAGLE's Modern Divided
Lights@ in your choice of three popular
styles - or one of eight stunning designs
available in our Decorelle Series@ glass.
Because these French doors are made by
EAGLE, you can be assured ofthe energy
efficiency that makes them a great American value. EAGLE offers two hinge systems
- a 2-way adjustable hinge or a heavy-duty, commercial grade hinge, and our
advanced double weather stripping ensures an airtight seal. A heavy-duty, non-
warping aluminum sill with an oak threshold channels moisture toward the exterior, so
stormy weather stays outside where it's supposed to.
Integral French Door Benefits
EAGLE's exclusive Autolatcho multi-point
locking system, featuring a thumbturn
deadbolt lock and keyed cylinder, latches the
top, center and bottom with one lever for lhe
ultimate in home security.
EAGLE's 3/4' tempered Low-E Maximizer
Plus@ glass filters the sun's energy in the
summer and reduces heat loss in the winter.
EAGLE hinged French doors are engineered
with structural integrity. The extruded
aluminum exteriors and the mortised and
tenoned wood rails and stiles allow for
maximum strength and stability.
Handle sets are available in polished brass,
lifetime brass, antique brass, stainless steel,
satin chrome, polished chrome, oil-rubbed
bronze, pewter, black and white finishes.
An optional blind system is available for light
control or added privacy.
Available in EAGLE Wood or aluminum-clad
styles, both with natural wood interiors for
staining or painting.
(O 2003 EAGLE Window and Door. All riahts reserved.
http ://www. eaglewindow. com/frenchdoors. cfm
I BAcf, To ToP
9/13/2004
Gla Inswing French
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EAGLE Windov'i and Door, Inc. reserves the right to change specifications \^,ithout notice.
Welcome to Easle Window and
AEoUI EA0IE
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glu.€nY
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Conrrcr Us
Page I of2
Products: Windou,s
wtHDo|/rs Ddon$ DEstCt{ OP||Ofis
Transoms
When a big, bright and airy feeling is desired, or
you just want to create a masterful statement,
choose from EAGLE Window & Door's selection
of window and door transoms. Used in
combination with venting windows or an EAGLE
French or sliding door, transoms add height and
definition to any room. Transoms are available in
rectangular, eliptical and half circle direct-set
styles. Or choose from sash set styles including:
casement, double-hung and French door
Sl'E(:!i. SILHS
( ,r1, l) ]: l,r .s
transoms. Either way you're sure to create a customized look.
Transoms are available in 50 standard exterior colors, or if you prefer an optional
custom color, we'll mix one to your liking. Upgrade your interior wood species from
standard pine to optional hardwoods of maple, walnut, cherry, douglas fir, oak, alder
or mahogany. Then choose from one of 8 stains or 2 painted factory finishes that
provide a consistent, quality coating while enhancing the beauty of the wood.
Whatever your choice might be, EAGLE answers your needs.
Integral Transom Benefits
' Transoms are modular in design, allowing the
flexibility of combining various styles over the
to-p of other EAGLE products to create a
custom window or door system.
' EAGLE Wood rM transoms are also available
with primed, unprimed or clear exteriors to
allow a variety of finishing options.
' Interior orimed finishes are available at no
additional charge, saving time and money on
the job site.
' Sash set lransoms allow for consistent sight
lines between transom and unit below.
' Choose from a variety of design options,
including:
Decorelleo Series glass in eight
stunning styles.
Modern Divided Lightso in 718",'l 118"
or 1 112" colonial profiles.
Removable wood grilles or between-
the-glass grilles for easy cleaning.
Brickmold and accessorv trim metals.
http ://www. eaglewindow. com,/transoms. cfin 911312004
Clad Casement
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Glad Gasements
Specifications
FRAME; All exlerior frame parts shall be clad with premium grade tempered aluminum extrusions, which shall be mitered at lhe corners
and mechanically fastened togelher with corner locks and stainless steel screws. Fitted to the aluminum extrusions on the inside are wood
members produced from select kiln dried, water repellent and preservative treated wood in accordance with WDMA standards. The wood
frame members are block mitered, power stapled and sealed at the corners with silicone. The interior surface shall be suitable for either
a stained or painted finish. The trame shall be completely assembled with all operating hardware installed. Basic jamb rvidth is 2 7/8".
Pre-applied extension jambs are available to accommodate the wall thickness required. Folding nailing fins shall be applied on all four
sides of the frame to permit positive anchorage to the building. Installation clips are available to be used in lieu ot lhe folding nailing flns.
Frames may be joined togelher easily and efficiently in multiple unit groups. Inlerior wood surtaces are available in pine or optional oak,
mahogany, cherry, douglas fir, walnut or maple.
SASH:All exterior sash parts are composed ol a one-piece tempered aluminum extrusion which shall be mitered at the corners and
mechanically fastened together with corner locks and stainless steel screws. The aluminum shall be joined to water repellent, preservative
treated wood in accordance with WDMA standards. lt shall be ioined by sliding the aluminum onlo the wood. The wood shall be mortised,
tenoned, glued, mechanically fastened at the comers, and sealed with silicone. Available in pine or optional oak, mahogany, cherry, douglas
fir, walnut or maple.
EXTERIOR FINISH: An exterior linish in one of EAGLE's 50 slandard colors is offered in a thermal setting acrylic film lhat fully covers
the exlerior. This finish conforms to AAMA 603.8, 2603, 605.2 and 2604. lt is environmenlally triendly and efiectively shields the finish
Aom the ouiside elements. Finishes conforming to AAMA 2605 are available as an option.
INTERIOR FINISH: The slandard interior tinish shall be a factory applied off-white wood primer or an unprimed finish.
GLAZING: All sash shall be glazed with 5/8" EAGLE Maximizer Plus@ insulating glass or clear insulating glass with a 7/16" air space.
The insulating glass fabric€tion shall consist of a dual seal for added longevity and stability. The gtass shall be held in place from the interior
wilh wood stops that are mechanically fastened for easy reglazing. The insulating glass is set in a butyl bed to insure lhe seal between the
sash glazing leg and the insulating glass. lt is remmmended that the glass not be used in allitudes in excess ot 5OO0 feet above sea level.
Special high-altitude glass is available tor lhese applications.
WEATHER-STRIPPING: All units shall be rveather-stripped on the frame and sash for a positive seal. On clad and wood units, the frame
and sash shall consist of a compression weather-slrip.
HARDWARE: The unit shall be equipped with a gear operator that has all hardened steel gears. The hinges are mncealed from the exlerior.
The hinge track and screws ate slainless steel. Each unit shall have a cam action sash lock (two locks are slandard on all units 3' - 9" and
taller) and a crank handle made of high-pressure zinc die cast. The hardware has a phosphate mating that is electrostatically finished in
either bronze, white, gold, black or oplional polished brass. Special corrosion resistant hardware is available.
SCREENS: Screens shall consist of '18 x '16 charcoal fiberglass screen mesh set in a spring-loaded aluminum frame. The frame shall be
bronze, white, gold or optional black in color, and shall be mitered and secured with mrner locks for additional strength. Aluminum screen
mesh is available as an option.
REMOVABLE WOOD GRILLES; Rectangular lite grilles of unfinished wood are available in 7/8" KO or framed profiles. All wood grilles
will be installed in the units unless otherwise specified. Diamond lite grilles with surround are available as an option.
SYSTEM 2 INTERIOR BLIND SYSTEM: Blinds shall consist of an extruded aluminum head and bottom rail. and l" aluminum slats. Blinds
are faslened with snap-on mounling clips to an extruded aluminum storm panel. A conlrol knob at the bottom of the storm panel allows
convenient operalion. Blinds can be raised to the stacked Dosition and held in olace with a cord lock. Blinds are available in White or
Tan. Aluminum slorm panels are offered in bronze, while or lan.
Note: EAGLE l\,laximizer Plus@ is EAGLE Terminology for Low Emissivity Insulating Glass with Argon Gas filling.
C01.002.00 stqz
EAGLE Window and Door, lnc. reserves the right t0 change specifications without notice
Status:
I Approved
oo
COuntturutrY DEVELoPMENT Rounruc FONAI
n Approved with conditions I Denied
Routed To:Fire
Date Routed:09115104
Routed By:Planner
Date Due:09t22t04
D,escription of work:Interior Remodel, exterior window changes, chimney relocation
Address:1467 Greenhill Court. West Side
Legal:Lot: 110 Block:Subdivision:Glen Lyon
Comments:Date Reviewed:
Need additional review
IESONiT I'ESIGN
-----Il('6:I ED*T
rI
ASSOCIATES
KORT
REMODEL
9-10.04
WEST ELEVATION
d'."lt FI
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TESONIr DESIGN E
--':-rfctcyl r
ASSOCIATES
KORT
REMODEL
$10-04
PART]AL NORTH (FRONT) ELEVATTON
KORT
REMODEL
9-10.04
SOUTHWEST CORNER
(MASTER BEDROOM SUITE)
Elisabeth Eckel - 2003 1217BY.JPG Page 1
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Body
HG77 - Alexandria Beige
Trlm
HC€s - Fairviar Taupe
Garage Door
HC€s - Fairview Taupe
Moorlife@ Latex House Paint 1O5
A premium quality, alkyd-modified vinyl-acrylic latex flat paint which produces an
attractive, matte flat finish. Ideal for masonry surfaces, hard board and wood
siding, shakes, shingles and primed metal.
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leveling and hiding characteristics, and exceptional durability and color retention.
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A superior quality, high gloss, long-oil alkyd house paint which dries to a beautiful
protective finish. It flows on smoothly and freely, exhibiting excellent leveling and
hiding qualities, and will cover most surfaces in good repaint condition in one coat.
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September 27,2004
Mr. Stuart Smith
Resort Design Associates
1434 Spruce Street, Suite 1 1 0
Boulder, CO 80302
Re: Kort residence remodel
DR8040491
Lot 10, Glen Lyon Subdivision
1467 Greenhill Courl
Vail. CO 81657
a{F*t"l i'
(" '.:
f'; j'
\
Dear Mr. Smith,
Thank you for submitting an application for Design Review Board review of several exterior changes and an
interior remodel at the above address. Per our conversation last week, I have scheduled the application for the
next Design Review Board hearing on Wednesday, October 6. The Design Review Board will visit the site during
its pre-meeting and will then discuss the application at the 3pm hearing in the Town Council Chambers with you
and/or any olher representative of the project. To get to the Chambers, use exit #176 from westbound l-70.
Then, head south under the bridge and take a right at the first round-about. The second right turn leads to the
Town of Vail parking lot. The Chambers is inside ol the building on the east side of that parking lot.
There are several issues that might be addressed by the DRB at that meeting. I anticipate that these issues
might include the lollowing:
1) The application includes a re-paint. Please submit a color sample lor the repaint. lf the repaint will be
a "same for same", please let me know the manufacturer and color name or number that will be used.
2) The Design Review Board may ask for additional landscaping on the west side of the lot. lt appears
that several of the trees which were required from a previous approval have since died, leaving certain
areas sparsely-landscaped.
3) Additionally, the Board may ask that some of lhe rooftop mechanical equipment be screened or
otherwise made to appear more inconspicuous.
Frequently, issues such as the ones that I have listed above, appear in the form of conditions of approval. Please
do not hesitate 1o contact me should you have any lurther questions or concerns. Occasionally, the Degign
Review Board is able to consent approve an application, meaning that the applicant's presence is not needed at
the public hearing. Please provide me with a cell phone number so that I may contact you if this is the case.
Meanwhile, I will plan on seeing you at the Town Council Chambers at 3pm on Wednesday, October 6'n.
Best regards,
.,- k'
/' 't-".''2,
Elisabeth Eckel
970.479.2454
,O** OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Building:-- > 52,332.L5 Restuarant PIan Review->
Plan Check-- > $1 , 515 . 90 DRB Fee-*----------------- >
lnvestigation- >
Will Call---- >
SO. Oo Total Permit Fee----> 93,931.0s
s0.00
Approvals:
Item: 05100 BUII-,DING DEPARTMEIII
LL/L2/20O4 JRM
Item: 05400 PLANNING DEPARTI{ENr
L0/2L/2oo4 ee
o2/2s/2005 ee
Item: 05600 FIRE DEPARTI{ENT
Item: 05500 PTBLIC WORKS
LL/22/2OO4 Is
Action: AP
Action: AP
Action: AP
Action: AP
o DE.ARTMENT oF coMMu*rv?vrr ;<kffy -
S0 . oo Total Calculated Fees-> $3 , 931 . 05
go. oo Additional Fees----->
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BULD PERMIT Permit #: 804-0319
Job Address: 1467 GREENHILL CT VAIL Sratus . . . : ISSUED
Location.....: 1467 GREENHILL CT, WEST UNIT Applied . . : L0l20l2W
Parcel No...: 210312403M5 Issued . .. : llllzl}Cf4
Project No : itr(O.\ -O SE() Expires . ..: O5/lll2AO5
ovitNER EIrI_,ENORE aTOIIilII VENTITRE LO/20/2O04 phone:
c/o .Ioss EQUTTTES
1_80 N STETSON 5555
CHICAGO
IL 50601
License:
CONTRACTOR HEID CONSTRUCTION LO/20/20O4 phonez 970-476-4343
2077 NORTH FRONIAGE ROAD
SUITE 110
VAIL, CO 81557
License z 443-B
APPL,ICANT HEID CONSTRUCTTON !O/2O/20O4 Phone t 97O-476-4343
2O?7 NORTH FRONTAGE ROAD
SUITE 110
vArr,, co 81557
License:443-B
Description:
REMODEI-, HOME, TII-,8, PAINT, WOOD FLOORS ADDED, NEW ROCK
ADDED TO FIREPI,ACE
Occupancy: R3 Single Family.Residence
Ty,peConstruction: VN TypeVNon-Rated
Valuation: $338,500.00 Add Sq Ft: 0
FireDlace InformatioD: Restricted: Y # of Gas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
r.**r**rrrr*:*t'r:**!r{.**:r**:r*r.**r*i.lt:r*l:l't:tt't:f rt:tr*r*rttr*'tt*,trt'}'1,***:t:*:*t***+,}:t'**:t:*a, FEE suMMARy
*,t*:*,t't'***'**tt*+'t+tf++***+********+*l+****:*:i,t'i*'i:**'t't+i*++*11**
S0.00 RecreationFee-------->
$3.00 Clean-up Deposit------> So - oo Payments--------- > 93,931- 0s
TOTAL FEES-------------- > 53,931. os BALANCE DUE-------> 90.00
,t,* +*:r +*,* i(*,* 'l. r* * +,* *t +**t+*+*:t
See page 2 of this Document for any conditions that may apply to this permit.
t
DECLARATIONS
I hereby acknowledge ttnt I have read this application, filled out in full the information required, completed an accurat€ 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 suMivision codes, design
review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOLJRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
NTRACTOR FOR HIMSELF AND OWNER
PAGE 2
*{.*'t'*'|.**********{.*:**!*{!****:*{t***:t******'|t*,}*,t*,**!****:*'+!*********!**,f,t,f**:t!B*!t**'t{t{.'}!t*******!k|!t*****:t!t,t******
CONDITIONS OF APPROVAL
Permit #; B04-0319 as of 02-28-2005 Status: ISSUED *,r****'.,*ti,t********{.***'f***,t***'t*:|t*****:*******t|.'****!t{.*****,t.{.*{.'t:|.,t{.,t.1.:t.{.:t.*:t.{.,r*:t:t.******
Permit Type: ADDiALT SFR BUILD PERMIT Apptied: tltzDt}Cfi-
Applicant: HEID CONSTRUCTION Iszued: tln2t2([/-970-n64343 To Expire: 0511112005
Job Address: 12167 GREENHILL CT VAIL
Location: 1467 GREENHILL CT, WEST UNIT
Parcel No: 2103124030/'5
Description:
REMODEL HOME, TILE, PAINT, WOOD FLOORS ADDED, NEW ROCK
ADDED TO FIREPLACE
******;t****+*:t:f *:8*,*t(*********;***,tr****{.*:**!r'}:t *{.*:F** conditions !r.*!**!r.*'f *:r*{<:F:r***********,r*'trrr,*
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRBD TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETBCTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.1 OF THE 1997IJBC.
ta****++++'i**aaf++++**+|t****a*++ff*+ttaf**l****t+tt++++*+***+a*a***t*+aaa*****a+a+++*+ft+t*
TOWNOFVAIL, COLORADO Statem€ot *i+l+*l+*a+*t*+***ttla**fta'}*l!*llr*+**flf++*a+++a*a**aa*ta+aaa*aa***++tf++++t**+***aa**+*r***
Statenent Nuriber: R050000184 Amormt: $163.16 02/28/2OOSO2z2S pM
Palment Method: Check Init: LC
Notation: *872L/Hej.d,ConEtruction
Permit No: 804-0319 :hpe: ADD/ALT SFR BUIL,D PERMIT
Parcel No: 2LO3L24O3O45
Site Address: 1457 GRBENHIIJIT ef \,AIL
Location: 1457 GREENHIIJIJ CI, tfEST ITNIT
Tota1 Feea! $3,931.05 This Payment: $153.15 Tota1 AIJIJ Pmts: $3,931.05 Balance: $0. O0 ***fr*t*****tll+*lltt*lt++*****+a+*'t*flf****lt*+ttttl*++laa**t**t+****r*l**r*+*tla+aaa*'ta*+*
ACCOI.JNT ITEM LIST:
Account Code Descrl-ption Current Pmts
BP OO1OOOO31111OO BMLDING PBRMTT FEES
PF 00100003112300 PIAN CEBCK FBBS
50.40
1L2.75
o q t(lL
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Buittting permit H:jEel - A g 1 7 t\\f y\ s704zs-21ts (tnspecrions)be4i wWyMJ/ REVISIoN To TOWN oF VAIL BUILDING PERMIT
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
Generat Contractor:Town of Vail Reg. o.:Contact and Phone #tsr
ATTENTIONi JR, cHARLIa, cnec, oonls <../,1/l.7nLc.drt -? ) o y X _5,
Contrac-tor Si gnaturg;_---
COMPLETE
For Parcel # Contact Ea
ROUTED TO:
DATE ROUTED:
Assessors Office at 970-328-8640 or visit www.e
BE\IISED VALUATIONS FOR PERMIT Labor & Materials
REVISEDAMOUNT:g ftV2."ELECTRICAL:$OTHER: $
PLUMBING: $MECHANICAL: $REVISED TOTAL: $
Job Name.
(aZ E n/ta.- r/a, +4 f L. c x V---
Legal Description Filing:Subdivision:;i ( t N / Y 4,c/
e7 zl.(..E S.aS
REASON FOR REVISIONS
f-z 4nrcz o._-',,''"'C*rwA) ftrsf,'*db-rttJu-l{g, rt-V/accJrr/,-,-f 1ps,fui1t,4+d, z<c/-oz2s<{/ <-/., 4 P.7 ragz€ . /,+n,t6* ) /r tzrt€.K J 2-V /l 7- s zz= 44-.,b,2-/a/(S_
**t*t****i**********t**+**tr**aRo uTING INFORMATION FOR OFFICE USE O N Ly**********44*+*******+***r++r*******
PLANNING DEP4fiTM BUILDING DEPARTMENT:
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Brril<ting Pernit#: ;BO1-A 3l ?
ST 0 47 9 -21 49 ( I nspectio ns )
\-:]TI / REVISION TO TOWN OF VAIL BUILDING PERMIT MWNOFVA]LIY
75 S. Frontage Rd.
Vail, Colorado 81657
el# C
***************************i**** Ro uTlN G INFORMATION FOR OFFICE USE O N LY****r*************r*r***************
BUILDING DEPARTMENT:
ROUTED TO:
DATE RduTEU
PLANNING DEPARTMENT:
CONTRACTOR INFORMATION
General Contracton 'h) /!.,,
Town of Vail Reg. ltlo.:Gontact and Phone #tsl
7,1 ,/*b'?)"'31a -.
ATTENTION: JI{, CHARLIE, GREG, DORIS <:rtf77l+cttt-f )o .f X,St
Contractor Sagnatur9;--..---
OMPLETE REVISED VALUATIONS FOR PERMIT (Labor & Materials
REVISED AMOUNT: $ & Vt "'ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $REVISED TOTAL: $
or Parcel # Contact Eaqle County Assessors Office at 970-328-8640 or visit www eaqle-counlv com
.F*argpti*
2lai r?z/o<als
Job Namer i , .-- ,.,y',c2/ lftq,:Ae L-'yyf") (tzt,y,/rzc </c,t{/ L,,:,; -
Legal Description Lot:. ,7:Block:Filing:Subdivision: ./ / r nr /
c L!' !'_'i,tu/
Owners Name.Address:Phone:
o'")82' ?:)sHt <,.r.t z 5>, <
A.l.l aa e q'
)TfTlArr".- ,. (f . -/>"*L),1'?'95'rn - t,/-<\-
Enginegg,rtr,E:t_ t,.zt 't'1)' i-k,l' rtx,. .l-. , y'{'L' - LX't,t(-HY'/q<.as'.t:
REASoN FoR REVlsloNS: (lt,r Er ) {vzs/r-'<{ 7-: 7vJ..r,tt)\ 7/*/; ct. $r't'-"{ ,v stao((1
f-c /< nrcz ,'4'- A-.t-i,rq.r72,fr<LZ (!ik-{P.taa?t€, /,+o,t4;o15/lt,A,€4J
7-D .z; f s zza ,'22 \ A, Z / o./( 5_
C:\windows\Oesktop\DFLORES INFO\Revised Btdo oermit.doc 1Ct16t20C2
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
o DEPARTMENT oF coMMUMr" #*rorru*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
ADD/ALT SFR BUILD PERMIT PeTmit #: BO4-0319
Job Address: 1467 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1467 GREENHILL CT, WEST LINIT Applied. . : 10/2012004
Parcel No...: 210312403045 Issued . .. : llll2l2004
Proiect No : N -r:'? <O q - o.SK) Expires . ..: O5lll/2005 ._.t-rJo4 _ ,
OWNER ELIJENORE.JOINT VENTURE 1,0/20/2004 Phone:
C/O .]OSS EQUITIES
1-80 N STETSON 5555
CHICAGO rL 50601
License:
CONTRACTOR HEID CONSTRUCTTON 1"0/20/2004 Phone: 970-476-4343
2077 NORTH FRONTAGE ROAD
surrE 110
VATL. CO 81,657
License : 443-B
APPIJICANT HEID CONSTRUCTION L0/20/2004 Phone: 9'70-41 6-4343
2077 NORTH FRONTAGE ROAD
SUITE 110
VAIL, CO 8L551 License: 443-8
Description:
REMODEL HOME, TTLE, PAINT, WOOD FLOORS ADDED, NEW ROCK
ADDED TO FIREPLACE
Occupancy: R3 Single Family Residence
TypeConstruction: VN TypeVNon-Rated
Valuation: 5330,000.00 Add Sq Ft: 0
Fireplace lnformation: Restricted: Y # ofGa.s Appliances: 0 # ofGas tngs: 0 # of Wood Pellet: 0
r t * *,t,t * *:tr,t':i. * *,t*
Building------> 52,2aL.75 Restuarant Plan Revicw--> S0.00 Total Calculated Fees-> 33,161 -89
Plan Check--> 51 , 483 . 14 DRB Fee------------> S0 . 00 Additional Fe€s-------> S0 . 00
Investigation-> 30.00 Recreation Fce-------> 50.00 Total Pcrmit Fee----> 53,'167.89
Will Call----> 53.00 Clean-up Deposit------> 50.00 Paymenb---------> 53,?67-89
TOTAL FEES------------> 53,767.89 BALANCE DUE----> 50.00
Approvals:
Item: 05100 BUTLDING DEPARTMENT II/!2/2004 JRM AcEion: AP
Item: 05400 PI-,ANNING DEPARTMENT
10/2I/2004 ee Action: AP
Item: 05600 FIRE DEPARTMENT
TIem: O55OO PUBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
tnleryactnowtedgcthat I havercad*QO""O*, fillodout in full the informationrequire4 completed an accurateplotplan,
and stat€ that all the information as required is correct. I agree to comply with the information and plot plm, to comply with all
Town ordinances and state laws, and to build this strncture according to the towns zoning and subdivision codes, design revicn'
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQTJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOT'R HOIJP$ IN ADVAI{CE BY TELEPHONE AT 479.2149 OR AT OIJR OFFICE FROM 8SO AM . 4 PM.
SIGNATI,JRE OF OWNER OR CONTRACTOR FOR HMSELF AND OWNER
PAGE 2
*,t,}***'f'*:**,F:|t*'}*'t*:|**!t*+:t'+*!t,|.,*'}'t******!t,f*'t******{.*!t+lt{t!t*:|t*'|t'i*****!t{.****!.:i***!t++*:****
CONDITIONS OF APPROVAL
Permit #: 804-0319 as of I l-12-2004 Status: ISSUED
* * * *:i,i * 'lr,l * * * !r ** * * * 't * ** * **,i +* * * *:* * * ** * * *'f **'f 't * * ++ * *'i * * +,i* * * ** * {. * * *:}* * * * * * ** * * *,} * !t +* * **{.** **,}!i***:r**+*****
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 10/20/2004
Applicant HEID CONSTRUCTION Issued: ll/12/2004
970-4764343 To Expire: 0511112005
Job Address: 1467 GREENHILL CT VAIL
Location: 1467 GREENHILL CT, WEST LJNIT
ParcelNo: 210312403045
Description:
REMODEL HOME, TILE, PAINT, WOOD FLOORS ADDED, NEW ROCK
ADDED TO FIREPLACE
**,}'|**'***{.'t**ts't'**'l*'}*t}+'t'*:}*****'}'}{t*{t:i:+'}***'}'}lt*****Conditions:t**'t***{t,}l.'t*t}***,}{.****:t:}'t*,*****:**,t*********
Cond: 12
@LDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORYAS PER SEC.3IO.9.I OF THE 1997 UBC.
***t+***+++******'|**t*'}l*i***'t+*+'t++l+*+a**a****+*******t****ti++*t*a*i*tf+***+****t++++****
TOWNOFVAIL, COLORADO Statement t**++la***+******l*lf*t*l t*ltfl+***+*+t***++tl+***t+****+++f+*++***l+++++*+t*rf+++*t*a******
Statenent Number: R040007L2L Amount: 53,167.89 7L/72/200402:5? PM
Palment Method: Check Init: LC Notation: geid
Construct.ion / ck*8360
Permit. No: 804-031-9 T\4re: ADD/ALT SFR BUILD PERMIT Parcel No: 27O3L2403045
Site Address: 1467 GREEX{HfLL CT VAIL Location: 1457 GREETiIHILL CT, WBST I,NIT Total Fees: $3,767.89 This Payment: $3,?67.89 Total ALL Pnts: 53,767.e9 Balance: 50.00
ACCOUNT ITEM LIST:
Account Code Current Etnts
BP OO1OOOO31.111OO BUII,DING PERMIT FEES 2,281,.75 pF 00100003112300 pr,AN CHECK FEES 7,483.t4
wc 00100003112800 wrlr, CALL rNspEcrroN FEE 3.00
Description
rt J Stct .II
AppLlcATloN wlLL NOr BE ACCEPTED lF lNcoMPLEre oRurrrslc\ft;cs O sgd
ICATI
i rnernec hanica l, etc. !
t7
mr vDFUUL
75 S. Frontage Rd.
Vail, Golorado 81657 CoNTRAGTOR INFoEMATIoN
gFriCrC.rF€- 1r&- Z\QO -?',1"3':B*"'
ffiGaAress: 4rrrrrnbnxlg<-@ @
'r-rrrr. E.rEr Erl lll nlNl? PFRMIT Labor & Materials
COMPLE I E VALt ,A I lLrtrJ r \.rr\
-
I elecrnrcnr-,$ @ OTHER: $
BUILDING: $
TOTAL:
PLUMBING: $ 3o,ooo MECHANICAL: $ 3O,OOO
For Parcel # Contact E Coun Assessors Office at g7|'325'86a0 or'ffi
*******************+*****'''*********FOR OFFICE USE ONL
ztoblz-qo3oq 5
ffi-6peiENt\LL s- V>\u-
Job Address:vE'5r- v'{ r-r-Job Name: Koul- @ EE$oPE-l-
Subdivision: C'{-EA L{ot{ er6 '
Legal DescriPtion ' L^oq z6 a l\4lcb ils: zra nor-srr c*+trtn o' r-P
: tq3{Lr o @toz
hone: lo, qqq ?rlg P$/A.{ , ar\r<a- zot I 3trtiFgag c:P
ffisdrifition-fwork: gstt'oe=.'ii ' t'E!' enc.e |gDDe -Io
ffiion( ) Remoder(r) Repair( ) pemo( ) otlrer,( )
ilHu"*i.tuttn'.to""tion, Yes( ) *"f l
ffi;''t'lGnor( ) Exterior( ) Botit(l')
Type of Bldg : Single-family () Two-family (X, ) Multi-family (iTo--tt"*i"t ( ) Restaurant ( ) other ( )
ffiA.."ffiodation Units in this building:
ffittts D-"lling units in this building: L
NOT ALLOWED
es( ) No ffi)No(
\WAiI\dAtA\CdEV\FORMS\PERMITS\BLDGPERM'DOC
ruNNffi
Questions? Call the Building
o
Tea m at479-2325
Department of Community Development
Project Name:
Project Address:
r' This cheklirt must be amoleM before a Buitdina permit apptication is acepted.
r/ ltt pug", of application is complete
d nutDRB approval obtained (if required) provide a copy ofapproval form o Condominium Association letter of approval attached if project is a Multi-Family complex 1
c/ Complete site plan submitted
o -Public Way Permit application included if applicable (refer to Public Works checklist) a
{ sruging plan included (refer to Public Works checklist) No dumpster.parkino or material storaoe
allowed on roadways and shoulderc without written aporoval
Asbestos test and results submitted if demolition is occurrino
Architect stamp and signature (All Commercial and Multi fa;ily)
tl
{
o Full floor plans including building sections and elevations(S sets of plans for MultFFamily and
Commercial Buildings) I
C Window and door schedule
{ fn structural plans, including design criteria (i.e.loads)
/ Structural Engineer stamp and signature on structural plans (All Commercial ancl Multi Family)
o Soils Report must be submitted prlor to footing inspection
o Fire resistive assemblies specified and penetrations indicated I y' S.ok" detectors shown on plans
{ lyptand quantity of fireplaces shown
Applicant's Signature: B- F< A-vLs
Date of submittal:
\Wail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC
Received By:
04t02n003
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks,
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:SFAvA O+tA€is\9c.F-
Print name
Project Name:Ko!-T-PE,.AoDEL-
Date: o,x tt , ztoq
F:everyone/forms/bldperm3
HOW DID WE RATE WITH YOU?
Town of Vail Survey
Community Dwelopment Depadment Russell Fonest, Director,
(970)47s-213s
Check allthat applies.
1. Which Deparfnent(s) did you contact?
Building _ Environmental_ Housing_ Admin
Planning DRB PEC
Was your initialcontact with our staf immediate slow 0r
no one available ?
lf you were required to wait how long was it before you were
helped?
4.Was your project reviewed on a timely basis? Yes / No
lf no, why not?.,
5. Was this your first time t0 fle a DRB app-_ PEC app
Bldg Permit N/A
Please rate the performance of the staf person who assisied you:54321Name:
(knowledge, responsiveness, availability)
Overall efiectiveness of the Front Service Counter. 5 4 3 2
What is the best time of day for you to use tlre Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
nexttme?
Thank you for taking the time to complete this survey. We are
committed to improving our seMce.
1
8.
WHEN A *PUBLIC WAy PERMIT.IS REQUIRED
PLEASE REAS AND CHECK OFF EACH OF THE FOLLOWING QUESNONS REGARDING THE NEED FOR A "PUBUC WAY PERMIT":
o Is this a new residence? yES
Does demolition work being performed ,"Or'rfiJn"f" of the Right-of-Way, easements or
No/
YES NO ',/
Is a different access needed to the site other than the existing driveway? yEs No/
NO
D
o
o
o
tf
public property? yES
Is any utility work needed? yES
Is the driveway being repaved?
Is any drainagfiJ"r2"'.n done that affects the Right-of-way, easements, or public property?
O
o
Is a "Revocable Right-of-Way Permit" required?YES NO "/
i.s the Right-of-way, grsements or public property to be used for staging, parking or fencing?YES NO V
lLlT*"t . NO, rs ayrking, staging or fencing plan required by pubtic Works?
If you answered YES to any of these questions, a "public way permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in public
Works at 479-ZL9B.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
t+E\$ co^t5TP.l/c-rK.,^l
Contractor Signature
Job or Project Name: kor-T- pE-^1, o vE_t_
Date Signed:P lrtl o,.l
F:/everyone/forms/bldperm4
Company Name
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
o
PW#:T[-TTNT
PATCCI#:INTI TTN TT'TIT
Brds. Permit#,8 n ! - I n f I
1.
2.
Job Namo Street Address I ll ll l-l I (ilunknowncatl LJI 1l I i I 479-2138 ext.0)
Excavating Contractor Name Mailing Address TOV Contractor's License Number REOUIREO
zip City Phone #
Start Date
Work is for (circle one)
Completion Date
Water Sewer Gas Electric
(Permit Expiration Date)
Telephone CATV Landscaping Temp. Site Access
Other
Trench-width
(min.4')
Bond Amount $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
Flubber out-riggers are required on
Asohalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to Process.
Depth
Total SF $
Total LF $
Permit Fee Total Permit Fee $
o.
B.
Public Service Company (1-800-
Public Service Natural Gas Group (1-800-922-1987)
U.S. West (1-800-922-1987)
10.
11.
12.
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, exl 114)
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town ol Vail Public Works Construction Inspector (970-479-2198)
THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be clone by hand within 18" of utilities - (Senate Bill 172),
Permittee must contact Public Works Department at 479-2198 24 hours prior to comrnsncing ot work. Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
t certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractor's Signature of Agreement
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTBOL PLAN
Show slreets with names, buildings, and location ot cuts. USE DASH LINES FOR CUT.
Print name cleady Date of Signature
White - Public Works
Yellow - Coniractor
How it relates to Building Permits:
Fill out the attached check list with the Building permit Application.
If yes was answered to any of the questions then a "public way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontaqe
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being peformed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
; Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "public way permit" with a
"Building Permit".
NorE: The above process is for work in a public way oNLy. public way
Permits are valid only until November l5th. A new public way permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and understand the
Z; r*' <z/>4 signature --'s:---ral rC ar
F :/everyone/forms/bldperm5
above.
Date Signed
DRAINAGE AND CULVERT INSPECTIONS ARE REqUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access Doints from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occupancy issuance.
Agreed to by: Sllt'* Dr,< FrrrrBerF'o.6
Print Name
Project Name:
Date Signed:
F :leveryonelf orms/bldperm6
Please read and check off each of tne iterns Oelo*.
_ _ - (Copies of complete text are available upon request)
CODE 5-2-1Or DEPOSITS ON PUBLIC WAYS PRbHIBITED
unlaMul deposits: subject to subsection c thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
Notice; Abatement: The Director of Public works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director,s employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks,'muJ,dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public works' In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other autnorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified.
a Summons and penalty: As an alternative to the notice for removal
any person who violates or causes another to violate the same, may
before the Municipal Court of the Town for said violations, and'upon
hereunder be punished as provided in Section 1-4-1 of this code.
o Notice and Penalty: It is unlaMul for any person to fail or refuse to comply with the notice of the Director of Public works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance G (1979).
CODES 7-3A-1 AND 7-3A.3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) ! 1)
Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to conltitute a violation of any section of this Atticle, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the..charges for towing and storage of such vehicle shafi be charged to the owner of the vehicle in addition to a ten dollar (910) impoundment charge. (ord, 2(1968) s i: ord. 28(1981) s 1)
provided in subsection B above,
be issued a summons to appear
being found guilty of a violation
I have read and will comply with the above code provisions: Slh.,,rr lr( grtr r{ DLt D"F
Print Name
--=: t- zeo?-'
Position or Relationship to Project: pf,rt
Date Signed: talrl,lo,t
F:/everyone/lbrnrs/bldpernr 7
Signature
Problem Statement
The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people
come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer.
The community and merchants rely upon our guest to generate revenue. Our summer/winter guests
expect a pleasant experience while in Vail.
To insure that all of the proposed construction has as little negative impact on the community and on our
guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and
Lionshead Village Construction Hours Handout.
It would be irresponsible for the Town of Vail, the and the Merchants. to not
actively participate to minimize the impact of
New for 2004-2006 will be the Vail Village
and Lio Village areas.
Project. Work'to i clude all
utility related improvements, streetscape and landscap
Vail Village and
All Gonstruction projects and/or
Bluhm Town of Vail Streetscape
Givens
The following givens are intended to
in the Villaoes:
Vail 2004
Lionshead Village Construction Hours
Information Handout
should Scott
construction lbe
The public's health, safety and
Adequate pedestrian, loadin
be maintained.
vehicle, a
and debris.
Vail Village and otl
the Vail
, refer to
The hours of Outside Construction Activity shall be as follows:
- April 15-JunelB&SeptemberT-November19,7a.m. until Tp.m.,sevendaysaweek.
June 18 thru September 10, work must end by 4:00 p.m. on Fridays.
November 13 - April 1 5, 2005 work allowed within daylight hours only.
- Deliveries shall be restricted to the hours of 7 a.m. to 'l 1:30 a.m. on Gore Creek Drive and 7 a.m.
to 8:30 a.m. on Bridge Street.
- Special Construction delivery permits must be requested in advance, from Public Works in
conjunction with Code Enforcement at Checkpoint Charlie.
- No construction activity shall occur on Saturday or Sunday between June 19 and
September 5.
0c t-07-04
1'0m{0FyA[,
ut:J4pm 9704t52452 t-172 P.002/904 F-532
Department of Communiry D"uiopiii
75 South Frontage Road
Dear Sfuart,
Thank you making the drive to-attend yesterdars Desiq nevigyv Board meeting regarding the above address.As we discussed, the Design Review Bo;d co;;e;iapproved the apprication wltn tne foilowing two condirions:
1) The applicant shall remove all non-conforming lighting fixtures from the residence prior to the time of issuance of the final certificate Of Occupancy.2) The applicarrt shall paint the flashing it tne roottop skyiights to match the roof prior to the time oi the issuance of the final certjficate of oJcupancy.
I have attached the approval form that will be needed to apply for the building permit. per our conversation, the
,l'il',fs?:ffiiJ3?:"T,Y':l'Sy":*:"*y:""g'::"^i*.1::.:;*-':_"."4i.i:!," ro rhe heavv app,icarion ,oad
Vail, Colorado 81657
970-479-2t s8
F/lX 970-479-24i2
www.vailgou-com
October 7, 2004
Mr. Stuan Smith
Reson Design Associates
1 434 Spruce Street, Suite 1 10
Boulder, CO S0902
(fax) 303.449-3366
Re: Kort residence remodel, DRB040491
Lot t0, Glen Lyon Subdivision
1/t67 creenhill Coun
Vail, CO el657
Town of Vail
OFF!0ffi SOPY
9oa, o4 (\
l''I":f ::?1fl :9:,:r:T: j^"1;ll?."'':.'t".*,.di#;iil-""v.*iiiffi;iff#T':;
2no'n>,*Yattv' thalu for vour patience in what is not arwiy= a "iriiJ'Jrig;TJ;:li";u:::,4"o.& ,.t At'Eckel
970.479.2454
enclosure
t.lD l-t EECYC!,€O P/EEn
s704t9?452
Design Review Board
ACTION FORM
_- FErqn*t of Community Ds/elopment 7s ?{h-lonFse Road, vati cobmOo st6sz te{; 97O.479.2t39 fax: 970,qg.2452
web: www.ci.vail.co,Lrs
r-172 P.003/004 F-53?
DRE Number: DRB04G{9r
Participants:
OWNER ELLENOREJOINTVENTURE 09/74/2O04 phone:
C/O JOSS EQUMES
1BO N STETSON 5555
CHICAGO
IL 60601
License:
APPLJCANT STUARTSMITH
1434 SPRUCE ST #110
BOULDER
co 80302
Ucense:
Project Address: 1467 GREENHILL Cf VNL
1467 GREENHITL Cr, WEST UNIT
09/L4/2O04 phone:
Legal Description: Lot: 10 Block: Subdivision: GLEN LYON SUB.
Parcel Number: 210312403045
comments: see conditions
Location!
0ct-07-04 0l:32pm From-T0Wl{ 0F VAIL-COIfiUNlTY DEVEL0PIEI{T
_
I0t4^,m
Project Name: ELTENORE ALTEMTION
Project Description:
.ffiio"r,jrt"aj|:?:"1ffj1."*indows anct doors on nortft and wesr side of home, relocation of
BOARD/STAFF ACTION
Mouon By:
Second By:
Vote:
Conditions:
Hanlon
Dunning
3-0-0
Action: APPRoVED
Date of Approvat: 10/A6/20O4
Cond: 8
Iffry)ilo changes to these prans may be made without the written consent of Town of Vail staff and/or the appropriate review -rrittCij.Condl 0
!PLAN):DR? approval does not constftute a permit for buirding. prease consurt w,th Io*l o^f-Y"tt Building personnel prior to consiruJonianuiti"r.Cond: 2Ol
DRB apprrrval sharl not become varid for 20 days forowing the date of approvar.C-ondl.2O2
Approval of this projed shat rapse and becorne void one (r) year followi6g the date of final approval, unless a buirding permit is issuJ'ino construction is 6srry16E66g6
Qct-07-0{ 0l:32m FrorT0lf{ 0F VAIL CdffiJt{lTY OEVELOPiEI{T o
and b dil(Jentfy pursued bunrd qnpledon.ffi: @N0006228
1) The apprrcantstnrr renrorrc ail non<onformiru rigturg fi:Gres frrom the resdene prbr tofie ume of isqnnce onUre. n.iiE uiiletilrLr,.y.EnUy: tOIO7/2oO4 Bf ee Action: Ap 6nd: @frt(X)06729
z).The appri;ant shail parnt t|e flashrng dthe rooftop shdghts to matdl u,e rcof prbr to t." trrne__of tfie issuance d the-finar ernncat! e-'d;p"d-Ertuy. LOlO7y'2(XX By: ee Acton: Ap
Planner: glsabeth Ed(el DRB Fee paid: S2o.oo
s701ts2152
o
r-trz P.001/001 F-53?
OCT l? 2OO4 8:36P1.1 B5-DER Er.rvIRoNr.rENrRL r.rHN t
5"'
6rrs -4121
Pba!: (303),+4g-l
P.1
facsimile tansniffil
To:Joyce Hy&(e10)?&2182
F& I (t66) 69e-al : I
Frorn: Chrio Maron ron7tu4
146(\lD Greohill Cl., vail l1
o rltgprr d ranrvr,r' tr n:3oonrvmt' tr nnJLCy lJrl|lrrRrcytl'
, OCT l? 2OO4 8:36Pt-l BoULDER ENvIROI{1.|EI{TRL ,.1H1{ I (q66) 6:t9 -.1 121 Ou
MMK
Boulder Environmental Managemeng Inc.
pm*5dBff'T'**$il,:?,Sjfn
^
ocrober L7,2ln4
Mr. Hiltoulturt
2 l0 North Charnbord lhivc
Atlanta, GA30327
RE: Bulk sarrpliug of suspccted asbestos-containing msrcrials
f46?OfD Grecnhlll Cour{ Vdl, Colondo
DaarMr. Kort:
Attached is the rcport for the asbestos sun'ey and bulk sampling of suspecte :. arbestos
containing building matcrials at f467(1Y) Grcerhlll Couri Vdl Colondo.
This investigation was conducted on behalf of and for thc excfusivo use of ltl,r. Hllton
Kort (clicut), solely for use in a limited asb€stos srrrvcy of the popcrty. Tbil rcErrt and
thc fndings hcrcin shall nof in wholc or in part bc disscminatcd or conveyt,l to any
othcr parfy, nor used by aoy othcr party, in whole or in part, without prior w:ilten :onsent
of Boulder Environmental Managemc,nt.
the resulb of this survey are limited to materials that wcrc asscssablp and fi,:c:icetble.
Additional materials may exist behind bard sufices. PersoDnel krcwledgcr llhr ol'
asb€stos containing materials should alwayn overs€o domolition astivities. I)croolition
work should be halted and sampling performed by a satc of Colondo licensd bu lding
inspoctor if additional matcrials, whicb arc suspected of containing asbcstos ate
cncountered.
If you have any questions rcgarding thc sont€nts ofthis report, plcasc do no h('sitlte to
contact us.
p.2
Sincerely,
U,^ //t*"
Ctris Maron
Project Managcr
*Arboltorrl*rdrlndurtrld HyglenetSrfotyrtrlnrl Ats Terdng'
rE€dth rnd Sdety Tnlnlng!
OcT I? 2oo4 g:37PH BOULDER ENVIRON]'|EI{TRL r.tnt{ I (q66I 6ttg-.+lZl p.3 oo
Boulder Environmental Managemenl Inc.
5 DfiTnilRordBouldcr, CO g03@
Ph@a(303)4{9-1175 Frx:l(E66)699-1t21
BULK SAMPLINGREPORT
1467[V) Greenhltl Court, Vail, Colorado
Inhoducdon:
on october t, 2004, Boulder Environmcntal Managemant, Inc.'o building rrrrpccbr,
chrb lUrrou, condrcted an rsbcstos suncy and bulk sanpling of euspecte,:r arbestos-
containing matecials. Thc purposc of the slrdy was to idartif matoials surlrc,#rl of
oontaining asbestos per thc Envirouneotal Protcction Agcocy (EpA).
Srmpllng:
Dunng thc sampling procese, srupect ACM was separated into tbrcc EFA cr:cgories.
Those catcgories are themral Bys&rn insulation (TSr), surfacing Aca4 and r:,is:cllancous
AC\4. TSI includcs all matcrisls uscd to pr€vent h€at loss or gein or water (:JDderaatioD
on mechanical systsns. Exanrplcs of TSI are pipe covcrings, boiler insulati : n, duct
wrap, and rud packcd fitting csmcnt Surfacing ACM includer all ACIrd th:.t ie sprayd
howcllcd, or othcrwise applied b a surfaoc. These applicatiots re most co:rnronly usod
in fircproofng, dccorativc and acoustical applications. Miscellancous matcr. als irrclude
all ACM not listcd in the therural system inculation or surfacing catcgorics, ruch as
linolcum, vinyl asbcstos flouing and ceiling tile.
Bouldcr Environmental Managemcnt, Inc. followcd EPA recommended sanpling
guidelines for idcntification of asbagtos in bulk matrices. A sct of thr€e (3), tive (:i), or
scveo (7) sanrples were collectcd for each mafcriel tlpe and ryrallzed by Polrrrizcd Light
Mictoscopy (PLM). Each sanplc 8ct wa8 eystematically analyzod. Upon de 'nrmtration
that a samplc in a sct containcd asbcstos, analysis of the rcuraining saroples rr the s€t was
discontinued If no asbcstos was deEcted during thc aoalysce, thc suspect nrrlc'rirl was
det€rmined to bc negativc for asbostos conteot.
rArbstor*Lerdilndmlriel IlygleneisrfctyiFlldAlr Terdrgr 2
rHcalth and Sefety Tlalnlng'
ocT 1? 200r+8:3?Pf'l
Uot*
ENvIRoNI{ENTRL l.lFr{ t
5",
6rt9-4lel
Boulder Environmental Managemen! Inc.
5 Dcc Ttlil Rosd Borldor, C0 S03@
Phone (303),149-1175 Fax I (E6e6994121
Rerultr:
Thc following material was insoseseible and muet bc considsed ssbesto$ c,:ntaining
rrnlcaE ltroy@ othcrwise:
P. 't
PRESI]MH) ASBESTOS{ONTAINING MATERHLS
LOCATION
Boiler
Th9 fg[owing matcrial war melpcd and det€rmfucd b be traco ssbcsbc-cootirirng
utili"ing polarizcd ligbt microecopy (pllvf).
ASBESTO$CONTAIIIING MA
SAMPLE II)
-IEE
COntained a tnoe drcrn point oount roctlod The
rcmdt of thc r+aulyrcs was tat thc Dsterial containcd lcss tbrtr l7r .rbcstor rad coujd rr:nain in tho
building during d.nolition as Img r.e OSHA Suideliaes rn follorvcd druing &rmlitio.r.
The following matcrials wac analyzcd and detcrmincd b be non ssbestos{:)ilaining
utilizing polarized ligbt microscopy (PLM).
NON ASBESTOS{ONTAII\ilNG MAIERIALS
MATERHL LOCATION SAMPLE ID
Graypaper Boilcrroom floor 10-E{M-0lA
10-&cM-024
10-8-CM{3A
Gitty to(tur€d drywall and
jointcompomd
Garagc -west wall,
Garagc - south wall,
Gance-eastwall
l0-8.cM{48
l0-8-c\{458
10-8-Ch{{68
Roofflaohing paper Above firontentrydmr,
At commotr arer betw€en
cordo units,
Atwcstporch offdining
room
r0-8{1!t{7c
10-8-C1\{48C
10-8{M49C
*Arbcrtorf Lordrlndurolrl EyglonorSrfrty*X'lr.l Alr Trdugi
*Eedth rnd Srfety Tnlnlng!
Boulder Environmental Management, Inc.
5 Dc.r Trail Rosd Boulda, CO E0302
Phouc: (303) 449-1175 Frx I (866) 699-4121
GMATERIALS
SAMP[.EID
I l0D
ro-E-cM-llD
IGE-CM-I2D
lG8-CM-l3D
IO.E€M.I4D
1G,8-CM-r5D
l0-8{M-r6D
Ilircurslon:
Sunplc analyscs rcaults arc rcportod in perccntages ofasbcstos and non-asb : st'rs
componcnts. Thc BPA defines any matcrial that contains gr€at€r thrn oncpt'rcont (l7o)
asbestos, gtilizing PLM, ar being an asbcstos containing material. Matcrialr tbat aro
identified as 'bon detpsted" arc spccified a6 not containing asbcctoc.
Concluslon:
The boller csutHng could not be rccgred rnd rhould be conridered rrbrstor
contrluing. Tbe vumiculito in tbe second lwel bodroom lwel fircplacc corlgns less
Oran l7o asbcstos. All ofter building matcrialr sanpled in this ruwcy are utir asbtstos
conaining.
Thc dcmolition of trace asbestos matcrials requircs OSHA class 2 asbcsbe r:'movll work
prrctices. Tho malcrial is not regulatcd by thc Envircnmontal hot€ction Agcncy or thc
Colorado Deporheot of Public Health and Eoviroamcnt
The OSHA regulation 29 CFR 1926.1 101(g[l)(ii) aud (iii), as wcll as recor 1-kecping
requirements uoder 29 CFR 1926.1l0l(n) tbat are associatcd with the negabvc €4rcsurc
assessmetrt, pply so long as neithcr asbcstos permissible exposure linit (PI.!) is
exceoded or miglt be exceedod.
rArbcstosif,erdf lndurHal HyglenerSrfetf Ffrd Atr Tertlngr
rHcdth rnd Srfety Tralnlnf
OCT, r7 2OO4 a:3?Pll BUDER ElrvIRot{r,rEt{rn|- r.rRN t
5"'
6r1s-,r121 p.5
NON
Knocked- down tcxtured
drywsll andjoint
compound
Boilcrroom ceiling
Southwest corDcr of thc
kitchcn nook inside of
cabinct,
West bedroom closeton
tte first bedroour lcvel,
2m bcdroom level - east
bafhroom-west wdl,
Top floorlaundry room,
Top floor ea6t bedroonr
cloeet,
Top floor wcst bedroocr
ocT 1? eoo.r 8:38Ptl "5.ot* El{vIRot{}lEt{rRL ltntl t
5",
Boulder Environmental Managemen! Inc.
5 DcaTnilRocdBouldcr, Co 80302
Phoo: (303) ,149.1l?5 Frx t (860 6994121
29 CFR 1926.1l0lGxl)(ii) requircs:
I'Wct mcthodr, orwetdng rgob, to conEol employeo erpocure durtng rtbedos
hrndtlng'mldng reuovel cutdng eppllcedon, rnd eJeuup, crcrptwlrere
employen demonrblte thrt itc urc of wet mcthodr ir Inferdblc duc 3o tbr cnmpf
the creatlon of clecbtcel hazrrdq cqulpment rnrlfrrncflon, rn4 ln rcofing, ctcept gN
provldc ln paragraph @(EXlt) of thlr recflon;r'
aad 29 CFR 1926. I I 0l(gxl)(iii) raquircs:
trhompt clcrn-up rnd dlrpolel of wntcr and debrlr contanlnrted wltlr rsbertc ln
le*-dglt contrlncn erecpt ln rmfing opcrrdonr, wherc the procedures rpeclllcd ln
prrryrapb (g)CIXlD of thfu recdon apply."
Thc results of thir survey patain only to marcrials tgted. Thc laboratory Fport8
supporting frese findinp abovc arc attac,hcd-
Plcasc contact Bouldcr Euvironmeqtal Management, Inc. with my qucrtioo i oi: ocrnccnrs
rcgarding tbie rrport
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12/29/2A94 OBiEI 393949A284 KOECHLEIN EI.IGINEERS oo
\ Koechlein Consulting Engineers,
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX
Gonsulting Geotechnical Engineers
12364 W. Alameda Phr1y. Sulte 115. Lakewood, CO 80228.2845
www.KCE-Denva.com
AVON/SILVERTHORNE
(970) 949-6009
(970) 949-9223 FAX
Dccacrber 23, 2004
Chip Talloa
Heid Corutuctioq Irc.
0275 Maia St, Suita G-005
Edwards, CO E1632
l-.-l yw,0st7
Subjcct Excavation Observalion - Proposed Firg?lacc and Loft Addirioas
1467 crcqnbjll Court - Wast Duplcx
Vail, Colorado
Job No. 04-194
As tequested, a repraseotativc tora our office observcd thc matcrials exposed in thc opca cxcavations in the interior of tle
subject dupler ou Daccoba 21, 2004. Thc purposc of ow obscreation was to vsrify that the exposed paErials will suplon
sprcad foor.g foundationr for the proposcd fireplace ia the liviag rooo and thc proposed loft additiol iu thc garage.
Thc fireplace footing will bc cotrsEucted in the crawl spacc bcneath rhe [vjag roosr- Thc ground orface ir tbe arca of the
freplacc footing ras rciatively lewl and thcrefore did not require sep th"n a fcw inches of crcaration The dcpth of
excavatiou for thc footing in the garagc vras approximately 1.0 fooi below thc cxisting slab-on-grade lcvcl The rnaterials
ax,posed in thr botom of the excavatiow for thc proposcd fouadations consistcd of DaDJnl, dry, debsc, claycy sard with gxa.vel
and scattered cobblcs aad boulders. All of tbc uatural soil cxposcd witlun the excavations was dease and undisturbcd If soilg
become loose d"'i''g coEstuctio! ofthe foundations, thc soils should be properly moiiturc reatcd a,rvl compacted.
Provided our rccoomoldalioas are followod, it is our opinion that tbe oatural soils exposed witbio tbc ocoavatiors will support
a sprcad footiui3 foundation systco dcsigned for a ma:dmuo allowablc soil bearing pressure of 2,000 psf. Oru opiuion i.r barcd
oo tbc foundat'on subgradc being wuatrrated and &ost-froc during footing corrstuctiot
Tha opinious pracntcd in thir letcr arc based on obscrvations of thc materis,l exposed at the surfrcc of the formdation
excavations. It is possiblc that oubsurface conditions could change below the cxposcd foundadon excavations. Wc apprcciatc
thc opporhmity to providc rhis service. Ifwe cqn be of fi:rtbcr assistance, picare coutart our ofrce,
KOECI{LEIN CONSTJLTING ENGINEERS, INC.
Scou B. Mycrs, P.E., Senior Euginccr
William H. Koeehleia P.E. Prcsident
(2 copies senl)
cc: I &xcd copy - Rerort Dcsigns
I fo<ed copy - Gcbau Enginecriug
PAGE S2
Inc.
S'F..--"4
<,i. 33922
&tr*,"'e$
J**rrr*r oF coMMU*,r" orurfo"r",
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
CT VAIL
CT, WEST UNIT
0L/ 04/2005
0r/04/2005 Phone: 970-513-0053
0a/04/2005 Phone: 970-s13-0053
Desciption: REMODEL HOME WITH NEW LIGHTS FOR KITCHEN AND BATHS
Valuation: $20,000.00
805-0004
J6 et -o5\ 1
. : ISSUED
.: 0I/M/2ffi5
. : Olll3/2005
.: 0711212005
TOWN OF VAIL
75 S, FRONTAGEROAD
vArL, co 81657
970-479-2138
Job Address: 1467 GREENHILL
Location.....: 1467 GREENHILL
Parcel No...: 210312403U5
Project No ' --D \<To'{ -6 38O
OWNER EI.,LENORE iTOINT VEMTURE
C,/O .JOSS EQUITIES
180 N STETSON s555
CHTCAGO
IL 60601
Li.cense:
CONTRACTOR ASCENT EIJECTRIC
P.O. BOX 2027
SIIJVERTHORNE, CO
80498
License: 134-E
APPIJTCAN| ASCEMT ELECTRIC
P.O. BOX 2027
SILVERTHORNE, CO
80498
License: L34 -E
ON JOBSITE AT ALL TIMES
Permit #:
Stanrs . .
Applied .
Issued.
Expires .
Phone:
Elecrical------ >
DRB Fee----- >
Investigation--- >
Will Call- ..--->
TOTAL FEES_ >
s350.00
s0.00
$0-00
s363 .00
s353.00
$0.00
9363.00
$353 .00
$0.00
FEE SUMMARY
Total Calculated Fees- >
Additional Fees- ----- >
Total Permit Fe€---- >
Payments----------- >
BALANCE DUE-.---.-- >
Approvals:
Item: 06000 EITECTRICAL DEPARTMENT
01,/o4/2oo5 Js Action: AP
Item: 05600 FIRE DEPARTMENI
CONDITIONS OF APPROVAL
Cond: 12
(BI-,DG.): FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE CoMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE
PM.
HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
l.++l****+*****++**********+++*********++t+******i+***+*++*+*f+**********ti*i+*****t*+*****t*
TOWNOFVAIL, COLORADO Statement ++*'lt**'1.'l***f**+*****+++t*********+++***********+t**t**+f+*a*********t+++*+*r*f++*****i****++
St.atement Number: R050000024
Pa)zment Method: Check
Electric
Amount: $353..00 OL/]-3/2OOSLl :52 AI|t
Init: DDG
Notation: 2388 Ascent
Permit No: E05-0004 Tlpe: ELECTRICAI PERMIT
Parcel No: 2103124 03 045
Site Address: 1467 GREENHIITL CT VAIL
Localion: L457 GREENHIL,L CT, hIEST ITNIT
$363 . oo
Total Fees:
Total ALIJ Pmts 3
Balance:
This Payment :
ACCOUNTITEM LIST:
Account Code
EP 00100003111100
wc 0 01000 03112 8 00
DescripE, ion
TEMPORARY POWER PER.I4ITS
WTI.,IJ CALL INSPECTION FEE
9353.00
$353.00
$0.00
Current Pmts
360.00
3 .00
ApplrcArroN vul no, BEAccEprED rrr".o"r.urEtuiHa".{- o s s o
Building Permit #: ott -o
CONTRACTOR IN TION
Electrical Permit #:
97 O - 47 I -2149 (Inspections)
O dc,
TDWNOFVAIL
75 S. Frontage Rd,
Vail, Colorado 8 -
Electrical Contractor:--7;;:; €*o." fr,
Town of Vail Reg. No.:. 13|{- €
Contact and Phone #'s:
D^*u< Cauosev<
E-Mail Address:
Contractor Signature:J 4//i /.iu h,/il/t
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATIoN: $ 70
Contact Assessors Office at 970-328-8640 or visit for Parcel #
Parcer # L+OalLqo:rlc( C
JobName: | - -)!(.'o. k.=-lrf,-*JobAddress: l\81 ena--nrr^,... Crr ll*,--
Legal Description Lot: [1 ll Block:Filing:Subdivision: C-,*rJ l_v-J
Owners Name: 14a\ f nAOrT:r_ZIjt rc,hA^4osfro P(t Phone: uo t 7,.v;4ti(i6
Engineer: Tor+s ARrrg f ll Address:Phone:
Detailed description of work: R"*Oo_Llsr'.rr ..-./N9(J r-\c-u-rs, K,.t<-ur€J f 6eck5
workClass: -N@ Addition( ) Remodel S{ Repair( ) TempPower( ) other( )
Work Type: Interior (X) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) ttoB()
Type of Bldg.: Single-family ( ) Duplex (X) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 7 No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes ( ) tto X)
Does a Fire Alarm Exist: Yes ( ) ruo (X)Does a Fire Sprinkler System Exist: Yes ( ) No 0Q
763 -*'?***t ******************************+**FOR OFFICE USE ONLYo*****************.*-****_****r.*.******-*-t..-
F{H#F:.lr*'9,'l_}
Other Fees:Date Received:
.J Ai'i Lr ,DRB Fees:Accepted Bv:
Planner Siqn-off:
l ov-cuM.DEV"
\\\TAiI\dAtA\CdCV\FOITMS\PERMITS\ELECPEI{IVI. DOC
tr
tr
Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6.
Overhead services are not allowed in the Town of Vail.
Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be located next to the meter on the exterior wall of the structure easilv
accessible.
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. Common
walls and spaces are accepted.
NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories.
No use of aluminum wire smaller than size #B will be permltted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior 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 exterior 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 verify that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is reouired.
u If this permit is for a commercial space, two (2) sets of stamped drawings are required
g
:l
!
a
I have reaa afa understand the above.
| /;/ '-1 l,'-f /tr,t ' , t /n////l r// /
, Signature
l) 4 *D4
- z/. t v I
Date Signed
If you have any questions regarding the above information or have additional questions,
pfease contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be
reached on Tuesday/ Thursday and Friday mornings between the hours of Bam and 9am. You
may also leave a voice mail and the inspector will call you back.
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M05-0010
Job Address: 1467 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1467 GREENHILL CT, WEST UNIT Applied . . : 0112012W5
Parcel No...: 2LO3I24O30/5 Issued . . : 0210312W5
ProjectNo : PRf6( OS:O Expires. .: O8l02l2N5
ol{INER EIJITENORE ,JOIli|:| VENTURE OL/2O/2005 phone:
c/o ,Joss EQUTTTES
180 N STETSON 5555
CHTCAGO
IL 6060r_
License:
CoNTRACTOR SKYL,INE MECHANTCAT OL/20/2OO5 phonel. 970-524-68O9
P.O. BOX 1258
GYPSI'M, CO
81,637
IJicense: L21--li
APPLTCAIflT SKYLINE MECIANTCAI 01,/20/2005 Phone.: 970-524-6809
P.O. BOX 1258
cYPSUl4, CO
ttrtrS /
License: 121-M
Desciption: VENT 4 BATHS AND 1 DOWN DRAFT KITCHEN HOOD
Valuation: $1.000.00
Fircplace lnfonnation: Restricted:# of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0
FEE SUMMARY
$0.00 Total Calculated Fees-- >
90. oo Additional Fees------ >
S28.00 Total Permit Fee------ -->
payments--------.------ >
BALANCE DUE----- >
Qoo*rrrNr oF coMMUNrry oevtp^aeNr
Mechanical-- >
Plan Check-- >
Investigation- >
will Call---- >
$20.00 Reshrarant Plan Review-->
Ss.00 DRB Fee----------- >
$o . oo t oTAl FEES--------->
$3 .00
$28 - 00
$0.00
$28.00
$28.00
s0.00
Item: 05L00 BUILDING DEPARTMENT
oL/2O/2005 js Action: AP
IteM: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BIJDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF THE l-997 UMC' OR SECTION
701 0F THE 1997 IMC.
Cond: 23
(BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CIIAPTER
10 OF THE L997 VYIC, CHAPTER 10 OF THE 1.997 IMC.
Cond:25
(BI-,DG.): GAS APPLIANCES SHAI,I, BE \rENTED ACCORDING TO CHAPTER 8 AND SHALL
TERMINATE AS SPECIFIED IN SEC.8O5 OF THE L997 VI6C, OR CHAPTER 8 OF THE 1997 IMC.
Cond: 29
,"oo". ) : ACCESS To HEATTNG "?-n""* Musr coMpr,y wrrH
THE 1997 I]!,IC AND CHAPTER 3 OF THE 1997 IMC.
Cond: 31
o
CHAPTER
(BI-,DG.): BoTLERS SHAIJL BE MoI'NTED oN FrJooRs oF NoNcoMBUsrrBLE coNsr. nNLEss
I-IISTED FOR MOUNTING ON COMBUSTIBI,E FLOORING.
Cond: 32
(BIJDG.): PERMIT,PITANS AND CODE AIIAITYSIS MUST BE POSTED fN MECHANICAIT ROOM PRrOR
TO AN INSPECTION REQI]EST.
Cond: 30
(BI-,DG.): DRAINAGE OF MECHANICAI-, ROOMS CONIAIN]NG HEATING OR HOT-WATER SUPPITY
BoIIJERS SHAIJIJ BE EQUIPPED WITH A FLOOR DRAIN PER SEC. L022 OF THE 1997 IIMC, OR
SECTION 1004.5 0F THE 1997 rMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE
PM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
3 AND S8C.1017 0F
TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
o
****+*+**********++++*f|.*f,**l*++**+t*it+****+*****+++**********+++++**+*t++i****t****++++***
TOWNOFVAIL, COLORADO Statenent ,i***+++++i*+*+*t**********++**********++++++*+*++*t*+*****+*t++*******+****t**f,**f,+++****t+*
Statement Number: R050000090
Payment Method: Check
Mechanieal 5824
Amount: $28.00 02/03/2oo5L0:49 AM
Init: DDG
Notation: Skyline
$2S.00
**+++**+*++++**********++*+*****++++*********t+++**+****++****ta+++***tt+++**t*********+*+**
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
Permit No:
Parcel No:
Sit,e Addres6 :
tocation:
This Payment:
MP 00100003111100
PF 001000 03112 3 00
wc 00100003112800
M05 - 0010
2L0312403 045
1457 GREENHIIJI'
1.4 6 7 GREENHII,II
T}4)e: MECIIANICAI, PERMIT
CT VATL
CT, WEST UNIT
Total Fees:
Total IILIJ Emts:
Balance:
$28.00
$28.00
$o. oo
I{ECHAI{ICA], PERMIT FEES
PI,AII CHECK FEES
WILL CAI.,I INSPECTION FEE
20.00
5.00
3.00
AppurcATroN o- NoTsE ACCTPTED rF TNCoMPLETOR oq. os 0D
o
TOWNOFTAIL
Buildlno Permft #
Mechanical Psrmit #:
75 S. Frunt3ge Rd.
Vail, Colorado E165
Permit will not b€ eccepted without the following:
ical Room Lay oom-r:nsi
Duct Siz
as Line S
Equipment Cut/spec Sh€€ts
Offlce at 970-328-864O orui€it www,for Parcel #
Par c€l # (Requirr:tl lf no Dldg. permlt * ls pnovlded aboye)
Job Name: [cr-+ Eo-rnede-l Job Addressr
I qb) f-retnh'.tI cr.Dr31,
Legal Descrlption ll Lotr ll Bloct: ll Filing:Subdlvasion:
owners NttutEller.,* oi a.r""u ll fl#tiltt s.t""^ F€A<, - fat - o^ ll Phone:
Engineer: ll Address:Phone:-DA@
|
-t/en!.ff-S"Jh trans d-- I - Do,j^ bn",+ lU'le)srt U@A
workClass: New() nddiuon() Atreration( ) Repair( ) Other( )
BoilerLocation: Interior( ) Exterior( ) fther( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-tamlly( ) Duplo< ( ) Multi-family ( ) Commercial ( ) Restalrant ( ) Ot?rer ( )
No. of Existing Dwelllng Units in this buildlng:No. of Accommodation Units in this building:
No/Type cf Fireplaces Existinq: Gas Appliances ( ) C'as Loqs ( ) Wood/Pellet ( ) Wood Burning (
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is rhis a LDnversion from a wood burning fireplace to an EPA Phase 1I device? Yes ( ) No ( )
COI6PqETE VALUATION FOR IVIECHANICAL PERMTT (tabor & Materials)
MECHANICAL: $
CONTRACTOR INFOR,MATION
Mechan ica I Contractor:
SLtillne tltec.lrvr^', rni *y
Town of Vail RcE. No,:
l3l- h
Contact and Phone #'s:
1tL|.Grcq - qoq-Us5
Contractoi sisniturc:$;I Q^ f.]o 0,Or ^ . *-ltt ooLS
l( * ** * :r**:tstr:t * * ** *** +*+ ++* FoR
F: ,/ cveryone/fonns/ mecfiperm
USE ONLY++++*++**{.'1.*l}l*ltrlf*
JAN : :)
TOV-COM.DEV.2g'
ta 39vd TVCINVHCSI4 3NI']A)S arg1bzgaL6 9A:rr saaelazlta
Qr*r".Nr oF coMMUNrrY oru*rrr*,TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT PErMit #: PO4-0I78
Job Address: 1467 GREENHILL CT VAIL Sratus . . . : ISSUED
Location.....: 1467 GREENHILL CT, WEST UNIT Applied . . : l2l29l2$4
Parcel No...: 210312403M5 Issued . . : 0111312005
Project No : QR5o 't -,O 5iiO Expires . .: Ull2l2005 .
OWNER EI,I,ENORE
'TOIMT
VENIURE L2/29/2OO4 PhONC:c/o Joss EQUITIES
180 N STETSON 55ss
CHICAGO
ILr 60601
L,icense:
CoIIIRACTOR HIGHLAND PIJIIMBTNG & HEATING,12/29/2OO4 phone: (970) 328-0988
PO Box 3 597
Eagle, Colorado
81531
License: 325-P
APPI_,rCAr\flr HTGHT,AND PLWBING & HEATTNG, L2/29/2OO4 phone: (970) 328-0988
PO Box 3 597
Eagle, Colorado
8163 r_
License z 326-P
Desciption: CHANGE PLUMBING ROUGH ON 2 BATHS, PUT IN NEW TRIM, MOVE
BASEBOARD HEAT AND FIREPLACE. ADD WET BAR. ADD GAS FOR RANGE
Valuation: $25.500.00
Fireplace Information: Restricted: 22 # ofGas Appliances: ?? # ofGas l,ogs: '!'! # of Wood Pallet: ??
FEE SUMMARY
Ptumbing-- > $390.00 Restuarant Plan Review-- >S0.00 Total Calculated Fees---> 5490.50
Plan Check'.- >
Investigadon- >
Wiil Call--- >
59?.50 DRB Fee------- -..--> $0.00 Additional Fees .'------> $0.00
s0.00 ToIAI- FEES---------> 5490.50 Total Permit Fe€------> S490.s0
s3.00
BALANCE DUE,----.-- >$0. 00
Item: 05100 BUILDING DEPARTMENT
!2/29/2004 JS Action: AP
Item: 05500 FIRE DEPARTMEIflI
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.qq
Payments-----.--.----- > $490.50
t+*++**+t** ***+++** *******.'f+i** ********t++***** **** *++i****** * *++** +****** **t +* *** ******+**
TOWNOFVAIL. COLORADO Statement +********** ++*t*** * ** ***+++** *** ***** tt+++*** *** * **+ + ****+++*++*** * * * * * **+* +++** ++* *++****i*
Statement Number: R050000026
Palment. Method: Check
1585
Amount: $490.50 OL/L3/2OO5O3 :58 PM
Init: DDG
Notat j.on: Highland P & H
Permit No:
Parcel No:
Site Addregs :
Location:
This Payment:
PF 0 01000 03112 3 0 0
PP 0 0 r-00 00311110 0
wc 00100003112800
P04 - 0178 Type: PLTMBING PERMIT
210312403045
1467 GREENHILL CT VAIL
1457 GREENHILL CT, V{EST I'NIT
$490. s0
Total Fees:
ToIaI AJ.,I, Pmta :
$490.50
$490. so
Balance: $0. OO ++i**********++f*********ta+**+******+++*****t**+f,++++**'*****+t**+****++t+******++t********
ACCOUNT ITEM LIST:
Account. Code DescriDtion current Etnta
PI,AN CHECK FEES
PIJ]MBTNG PERMIT FEES
WTLI, CA],I, INSPECTION FEE
97,50
390.00
3 .00
AppucArroN il-. no, BE AccEprED ,r rn.o"rt#t*.Ao.{ - 03 sd
Building Permit #: OO3 -O3i
Plumbinq Permit #:
9 9 (Inspections)
mwtlwtl
75 S, Frontage Rd.
Vail, Colorado 8165
CONTRACTOR IN FORMATION
Plumbing Contractor:
l-J,.Ll,^J fs+fi
Town of Vail Reg. No.:
3)6-P
Contact and Phone #'s:
J I 31o- t767
E-Mail Address:
Contractor Signature:p/^z
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
Assessors OflTce at 970-328-864O or visit
Parcel #o
JobAddress: i467 6-eenh,t/ C*
Uai* We-st . V,-, I
Subdivision:
Engineer: Heid Co";*uo.L ttt Pnonet Lt76- Ll3,t3
Detailed description of work: C 1.,<.".f piu'.b'11 Roryi^. on 2 R,-.+1,, Puf ia nert *rt+t
Work Class: New ( ) Addition ( )Repair( ) Other( )
Type of Bldg.: Single-family ( ) Duplex () Multi-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 wood burning fireplace to an EPA Phase II device? Yes
PLUMBING: $
***************************************FOR OFFICE USE ONLY*************************************
Other Fees:Date Received:
r\r t1[
JI
TO'
DRB Fees:Acceoted Bv:
Planner Siqn-off:
o*-
E#FiV*il
lF- i.; ,: .; ,
V-COM.DEV.
\Wail\data\cdev\F'ORMS\PERMITS\PLMBPIIRM. DOC
/-t1
07 26D002
0G1&20O5 Inspection
4;35 pm Vail,
Requested Inspec{ Date: Frlday, June 17, 2005 ' lnspec'don Area: JRM -
Site Address: 1467 GREENHILL CT VAIL
I467 GREENHILL CT. VI'EST UNIT
AJPrD lntormEflon
Acthrltv: 804.0319 TVDe: A-BUILD SubTwe: ADUP Status: ISSUED ConslTyp6: _ _ _Q!cup4'cy: Use: VN lnspAtea: JRM
Request Reporting
CO - clty Ol
-
Page 46
OvJn€r:
Appllcant HEIDCONSTRUCTION Phone: 97S47$4343
Cohhaclor: HEID CONSTRUCTTON Phone. 970-47$438
lnsoecton Hlstorv
ttem: 10 BLDG-FootlnqYSteql
1?29M- Insooc
Descrlptlon: REiIIODEL HOME, NLE. PAINT, WOOD FLOORS ADDED, NEW ROCK ADDED TO RREPI.ACE
Cominent: RCUTED TO JR. ELISABETH ECKEL AND PUBLIC IiIORKS - JSUTHER
Comm€nl: fln€ wlth olannlno. return€d to JR . EECKEL
Comment: SOTLS REPORflN F!LE. - GDETICKLA
Comm€nt: REVISIOf{S SUBMITTED ANO ROUTEII TO JR, ELISABETH ECKEL ANO PI,BLIC I/VORKS. (ADDED
VALUATTON S85OO.OO} - JSUT}IER
Commenh r€vlshns okaywilh phnnlng, return€d to JR on 022505 - EEqKEll comment r€vlslons okaywilh phnnlng, rBturn€d to JR on 02'25'05 - qE%r\
Reouesredrnspecoon(s) A A, 10,/{/U
Item: eo BLoc;Hg3l ,^_^., |--YV | * Requested rlmgi glfg|il
R€gusstoi: HEIDcoNSTRUcnoN /f I I
I - Phon€: s7o-756-2180 -or- 970-766-
Asslgngd.To: JMONDRAGON lL
comm€nL EiiffiiFffiiiErl
ail eise ok
" ADproved *
GCD ..F,rtron AP APPROVED
Comment 1
2
SUSPEND REBAR 3: FROM EART}I
03,'10/05 Inspector: JRM Actlon: APAPPROVED
COMMENT APFROVED PAD IN CRAW. SPACE PER ENGINEER DRAWNG COPY IN RLE
20 BLDc-Foundailor/S1eel " ApHoved *
01.'13.'05 Inspector: JRM Acdon: AP APPROVED
Comm€nt APPROVED FiRST CoURSE OF CMU WALL (4FI)
OFMASOTIARY F,,P
30 BLDG-Framlnq q2i16l05 -tnspoctor: GCD Acuon: CR CORRECT|O}I REOUIRED
Comm€nt PROVIO€ AS zuILTARCHICTURAL AND STRUCTURAL
DRAI'iJIT.IGS TO OIJR OFRCE
0301/05 Insp€ctor: CGUMON Acllon: CRCORRECIONREOUIRED
Comm€nt: 1) FIREBLOCK AT ALL DROPPED CEILINGS-CHECK AT INSULAT1ON
2l PRESSURE TREATED SILL PLATES REQUIRED AT NEl,\, STUD WALLS lN CaARAGE
3i ROOF COLUMI'I AT BATTTS3 WALL NEEDS TO BE SUPPORTED IN CRAVIiL SPACE
BELOW. VERIFf FIX WITTI ENGINEER.
REPT131 Run Id: 3315
Condn$sd:
Comrner : i0 lfXz.f MlNlMt M SIZE CRAWL SPACE ACCESS REOI IRED FOR CRAU,L t M)ER
IIASTER BEDROOTI
TO ITIASTER BEDROOU DOOR
OVER I'IPOD FRATil}.JG AT FIREPTACE FIEARTTI
R@TI ATAREA OF R@F LEAI( AND RX ROOF
"OI(AY TO REINSPECTMUS WITH I}.ISIJLAIION''tbm: 50 B|-Dcl"lmubtbn - Approvsd *
(}3D.U(F lnsoocb.: Arl Actoo: APAITPROVED
C;o|rmsNt APPRC}VED PAITTU\L'
BEDROOttri l,2,3 & rinSTER B€DROon (}307,6 tnsoector JRM Ac{bn: APAPPRCnED
Coffin€nt ]TEM 3A D6 REOIIRE CORRECTIOiI ACTION
llem: 80 ELDGShcelroc* l,Lf " Approrid *
0q1oo6 lmDecbr: JRtl -- Acdon: PAPARTULAPPROVAT
Comment PARTIiAI SIEETROCK APPRCIVED }IALLIwAY FROil LMl{6 RC,OM TO IIICLUDE ALL
trPtlTAtRlt Roorrs omY
lnsDecior: fiM
SIGETROCK COf,IPLETE
Insfec'tor: JRU
lre nd ralls mountcd Inconactly
all €ls€ ok
Ptll$TEiltP.cvo
ru\|V-FII.|ALOfO -Apgowtl"
"Hlffi
lnsp.dor: .€
Item: 7D
Item: 90
llem: 533
It€m: 534
OJI/U06
Comment
BLDG.MbG.
BtDC-Fhat
0G/1S06
Comment
Acilon: APAPPROVED
Acdon: DN D€MED
ACflon: APAPPROIGD
REPT131 Run Id: 3315
*,^)
O&1S2(X)5 Inspectlon Request Reportlng
4:22 pm vail. co - clqr ol -
Requesbd lnsp€ct Drb: Thursday. June 16, 2005 ' Inspecton Area: JRltl
Slb Address: 1,f67 GREENHILL CT VAIL
1467 GREENHILL CT, IfUEST UNIT
Page47
AJPrD lnlbrmauon
Act!,ltrr
ConcTn6:
Clwibr:
Appflcant
Conbactor:
Descdp0on:
EO+oOO4 Tlpe: &ELEC
._.. _.._*"upgjhy'ELLE}.IORE JOINT VENruRE
ASCENTELECII?IC
AI s /+*fll
: ADUP Slatus:: In+fu€c:tsst ED
JRM
Phone: 97O51$0(F3
Phon€: 97$513{XE3
I.IEW LIGHTS FOR KIrcHEN AND EATI-IS
ReouesFcl Inspec{on{sl
lbn:
R6qu€sior:
C,omrmnb:
Asslgned To:- Actlon:
Comrnsnt
t90 EllCfinal
Chlp
WILL CALL
2:7o/ n
Requesbd Tlme:- Plrone:
0l:lX! Pff
37&3576
LTLLI'AN K EGLATZLE EntersdBy:
Time Exo:
fiolE6.ryTffilnfxtuies reschedulo, ffifniiE6-onty b€d]ooms €xtstlrg
lnspeston Hlstorv
ltom: 110 ELEC-Temp. PorY€r
Item: 120 ELEC-Romh -ADoroved"
0181/05 lnspector: LP'V ' ' Action. AP APPROVED
Comrn€nt ADD LIGHf SWTCH FOR CRAVVL SPACE
Item:13O
Item: 't40
Item: 190
ELEC-Condult
ELEC-Mlsc.
ELEC-Flnal
06/14/05 Inspecior: lpv Acllon: DN DEMED
Comment notlesdy lnstall llxtures reschedule, hslf ll srea only b€drooms exbtng
REPTl31 Run Id: 3313
&E.b&tqdln
Erllr|lt.Biledrt
lbm: leO H.EC+lnd i.drsc AscEilTEl.EclRrc Coom ;lcil3ttEG G
!n$.c!iltllrbrv
Tlxdry,.ll|t+2005
t\
n
:ffiFn,
-too ) r\"\-* t
\.\\i- , \ , rv-/
';Nt{r-w v#ry (j'{f
(,
APAPPROVED
lnrp@9n
n qtrad
l'ld' OREET'I{XI CT VAL l.|dt CREiElf{iICT, UEST Ln|T
ltnr Ero:i'
nt ,w
/
YLslilil^-
bm: ll0 ELEC-T.rp.Fillrr lbn: l2O ElICfioqth r'ADDoridF
0l/3t,6 ho.cbfi LP\r-' Aclon:CofiNU't ADD 1JGHTSUSTCHFOR CRAUU- SPACI d;iiil lE6 txHrs,tircH rcn cneYu- i,FriE hm: lil Et"Ec4oo(fun bm: lr0 EL"EC"ftc.tS EtEC"Frrl
arlg: rar grl|: FSIED frpArr: fil|
Rrqr|iltTfnc ([:mAt
Plpm: 37l3.x1B
Enrltd* filolDElr K
rt
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
September 30, 2004
Mr. Stuart Smith
Resort Design Associates
1434 Spruce Street, Suite 1'10
Boulder, CO 80302
(fax) 303.449.3366
Re: Kort residence remodel
DR8040491
Lot 10, Glen Lyon Subdivision
1467 Greenhill Court
Vail, GO 81657
Dear Stuart,
Thank you for inquiring about the landscaping requirements at the above address which we discussed earlier this
week. Atter a little bit of research, I found that the owners had applied for, and received, a variance from the
Planning and Environmental Commission in 2001 to construct the twenty foot (20') wall that currently exists to the
rear of the home. Attached to that approval were several conditions specifying the amount of landscaping that
was to be added to the site as a result of that variance. I have attached the PEC memorandum, which includes
those conditions, lor your reference.
I also searched for an amended site plan, but found only hand-written notes on plans that had been approved as
early as 1992. h may be that an amended landscaping plan is a Design Review Board condition of approval.
Furthermore, I have scheduled your item to be the first on the agenda for October 6. I hope this helps you
schedule your day! Please let me know il you have any further questions or concerns. I look forward to seeing
you on the 6"'and will plan on receiving an update regarding the re-paint by Monday.
enclosure
{p *t"*"rbo r^r"^
DATE:
SUBJECT:
Community Development Department
November 12,2001
A request for a variance from Title 14, Development Standards, to allow
for the replacement of an existing retaining wall with a new wall thal
exceeds six feet in height, localed at 1467 Greenhill CourVlot 10. Glen
Ellenore Joint Venture/Richard & Diane Cohen
George Ruther/Allison Ochs
Applicant:
Planner;
DESCRIPTION OF THE REQUEST
The applicant's, Richard & Diane Cohen and Eric Joss, are requesting a variance from
Title 14, Town of Vail Development Standards, to allow for the replacement of a failing
retaining wall with a new engineered retaining wall that exceeds the six-foot height
limitation,located at 1467 GreenhillCourVlot 10, Glen Lyon Subdivision.
The existing timber crib wall was constructed at the time of the original home
conslruction. The existing wall is a two-tiered wall with a maximum height of twenty-one
(21') feet. Since its original conslruction, the exterior timbers and internal deadman
timbers have rotted causing the force of the retained earth to create several bugles in
the wall. The wall must be replaced to protect the residence from potential damage.
The applicants are proposing lo reconstruct a single wall with a maximum height of
twenly (20') feet. The wall will be relocated to the south a distance of twenty (20') feet
from the back of the building. The twenty (20') foot distance is needed to accommodate
ground nailing and drilling equipment. The exterior surface of the new wall will be earlh-
tone colored shot-crete.
REVIEWING BOARD ROLES
The Planning and Environmental Commission is responsible for evaluating a
proposal for:
The relationship of lhe requesled variance to other existing or potential uses and
structures in the vicinity.
The degree to which relief from the strict or literal interpretation and enforcement
of a specified regulation is necessary to achieve compatibility and uniformity of
treatment among sites in the vicinity, or lo attain the objectives of this Title
without grant of special privilege.
il.
A.
1.
z.
Subdivision.
ej i'iqr.steO variance on light and air, distribution of population,
transportation and traffic facilities, public facilities and utilities, and public safety.
4. Such other factors and criteria as the Commission deems applicable to the
proposed variance.
The DRB has NO review authoritv on a variance, but must review any
accompanying DRB application.The DRB is responsible for evaluating the DRB
proposal for:
1. Architectural compatibility with other structures, the land and surroundings 2. Fitting buildings into landscape
3. Configuration of building and grading of a site which respects the topography 4. Removal/Preservation of trees and native vegetation
5. Adequate provision lor snow storage on-site
6. Acceptability of building materials and colors
7. Acceptability of roof elements, eaves, overhangs, and other building forms
8. Provision of landscape and drainage
9. Provision of fencing, walls, and accessory structures
10. Circulation and access to a site including parking, and site distances
11. Location and design of satellite dishes
12. Provision of outdoor lighting
III. STAFF RECOMMENDATION
hhil The Community Development Department recommends approval of the requested
>#lilfr retaining wall height variance to allow for the construction of the new retaining wall. The
, .. yu"l recommendation for approval is based upon the review of the criteria outlined in Section
f\ftSN^*ffi lV of this memorandum. This recommendation is subject to the following findings:
\".r J/v- J
n\0', " 1. That the granting of the retaining wall height variance does not constitute a grant
U I of soecial orivileoe inconsistent with the limitations on other nronerties in thc U I of special privilege inconsistent with the limitations on other properties in the
,r ftt ^A Primary/Secondary Tone District.
4 Ltll ;{\Y\trr \ . /tr'*
^ ^ fiff0' 2. That the strict literal interpretation or enforcement of the wall height regulations
-Dhld'f "f\ \ results in a practical difficulty or unnecessary physical hardship inconsistent with
M(\. url4) the development objectives of the Municipal Code or the Primary/Secondary Zone
^ '*,\d-*''- District.
lrrt l'lt'
L! ^ 3. There are exceptions or extraordinary circumstances or conditions applicable to
the applicant's property that do nol apply generally to other properties in the
Primary/Secondary Zone District.
Should the Planning & Environmental Commission choose to approve the requested
variance, staff recommends that the following conditions be made part of the approval:
B.
tv.
That the applicant installs a six-foot tall chain link construction ferice with an
attached erosion control mesh along the western limit of disturbance line to limit
site disturbance and prevent encroachment upon Town of Vail property. The
applicant shall also install a four-foot tall plastic construction fence around rne
remainder of the construction area. The conslruction fences shall be erected
prior 1o the issuance of a building permit for the retaining wall work and shall
remain in place throughout the duration of the construction project.
That the applicant removes the temporary site access road and restores the site
1o its original grades and revegetates all areas of disturbance with nalive
grasses, prior to a final landscape inspection.
That the applicant returns to the Town of Vail Desiqn Review Board
proposed final landscape plan for the site. The plan shall incl
surface drainage, the mitigation of twenty (20) aspen trees (0 caliper inches)
and the screening of the ends of the wall with coniferous trees.
shall return to the DRB for final approval prior to Januat$2902.
BACKGROUND
Title 14 of the Vail Town Code regulates the heighls of retaining walls. Pursuanl to the
regulations, no walls shall exceed six (6') feet. in height. Title 14 does allow for the continuation of non-conforming sites and site improvements and would allow for maintenance of non-
conforming sile improvements. This would allow for the replacement of any relaining wall
exceeding 6 feet in height, provided the wall was reconstructed in the same location as the
original, non-conforming wall. However, a variance is required when the nonconformitv is
increased. Title 14 states:
"To encourage redevelopment, there shall be some ftexibility granted to nonconforming
sites and structures. However, whenever possible, compliance with the Development
Standards shall be achieved."
On November 7,2001, the applicant appeared before the Town of Vail Design Review Board for
a final review of the proposed wall design. Upon taking testimony from the applicant and
discussing alternative design solutions, the Board voted 4-0 to approve the applicants' request
with conditions. The four conditions are as follows:
1.
z.
That the approval of the applicant's Design Review Board is conditioned upon an
approval of a pending application for a retaining wall height variance currently
scheduled for final consideration of the Town of Vail Planning & Environmental
Commission on Monday, November 12,2001. Should the variance reouest be
denied by the PEC, the DRB approval of November 7,2001, shall become null and
void.
That the applicant installs a six-foot tall chain link construclion fence with an attached
erosion control mesh along the western limit of disturbance line to limit site
disturbance and prevent encroachment upon Town of Vail property. The applicant
shall also install a four-foot tall plastic construction fence around the remainder of the
conslruction area. The construction fences shall be erecled prior to the issuance of
e
4.
a building permit for the retaining wall work and shall remain in place throughout the duration of the construction project.
That lhe applicant removes the temporary sile access road and reslores the site to its original grades and revegetates all areas of disturbance witir narive grasses, prior to a final landscape inspection.
Thatlhe applicant returns to the Town ol Vail Design Review Board with a proposed
final landscape plan for the site. The plan shall include provisions tor surtice drainage, the mitigation of twenty (20) aspen trees (1g0 catiper inchesjind the qcre_ellg of the ends of the wall with coniferous lrees. The applicant ihall return to the DRB for final approval prior to January 1,2002.
V.CRITERIA AND FINDTNGS
A.
1. The relationship of the requested variance to other existino or potential uses and structures in the vicinity
staff does not believe that the requested wall height variance will have any negative impacts on other existing or potential uses and structures in lhe vicinity.The new watt wiil be of the same heigi-rt as the existing warr,-onry iiwiti'o-" rnin""n (13') feet further south. .staff betieve! that the applqca-nt is essentialty refairing and maintaining an existing non-conforming wali.' rechnicaily, prir.i"ntio rn"non-conforming struclures section of the Zoning Regulations, irre apfiicant couto have repaired and replaced the wail without vaiiances, however, in'droei to ensure the longevity of the.wall,. a new design including ground nailing ii proposed. The need to get equipment behind the reside-nce causes tigneed to relocate the wall to the south. The applicant has moved the wall the minimum distance necessary to gain access for the construction equipm"ni. -
2. The degree to which relief from the strict and riteral interpretation
and enforcement of a_specified reguration is necess"ry tl i"t i"ue compatibility and uniformity of treatment among sites'in the vicinity or to attain the obiectives of this titte without a lrant of special privilege.
]!9 gntiqa.nl has. proposed the minimum deviation necessary ro receive rerief Irom tne strtct and literal interpretation of the retaining wall height reoulation.Following discussions with the appricants' representa-tiver, ii"i;*ouiJ -"-
recommend that the applicant regrade the area at lhe base of the wall lo reduce me apparent height of the wall. The contractor will be removing a substantial amounl of fill dirt and staff betieves that the fiil dirt coutd ue use-o iiine-oase or the wall to.bring the grade up. while lhe wall would be consrrucreo *itn a'
layiTlm heighr of twenty (20') feet, the first four or five feet ot wait Coudoe buried- below grade. The area could the-n be repranted with the rrees reqirireo as part of the Design Review Board's condition requiring tree mitigation. lfirre nrr
tt.
The effect ot the requested variance on light and air, distribution of
population, transportation and traffic facilities, public facilities and
utilities, and public safety.
Staff believes there will be minimal, if any, negative impacls on lhe above
referenced criteria.
The Plannino and Environmental Commission shall make the followino findinos
before erantine 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.
2. Thal the granting of the variance will not be detrimental lo the public
health, safely or welfare, or materially injurious to properties or
improvements in the vicinity.
3. That the variance is warranted for one or more of the following reasons:
a. The strict literal interpretation or enforcement of the specified
regulation would result in practical difficulty or unnecessary
physical hardship inconsistent with the objectives of this title.
b. There are exceptions or extraordinary circumstances or conditions
applicable to lhe 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 of
other properties in the same district.
Bota nical Name
PROPOSED LANDSCAPING
Common Name Ouantiil Size
PKUTU>trU I KTtr)
AND SHR.U35
Number of replacement trees as
dGte?mfned by DRB - elimination
of veg'i tated terrair-
E{STiNG TREES
TO BE REMOVED
approximatelv 20 a-spen--trees--15j' =12"ca I j-per
1 soruce treet appq.exrlqslcIy 6' hiqh
Minimum Requirements for Landscaptnq :
GROUND COVER
soD
SEED
IR.RIGATION
TYPE OF EROSION CONTROI'
Deciduous Trees - 2" CaliPer
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
disturbed areas wi I I trp rorzagi tated using
f,yaro seed, affecting approximately c. 6,000 sq.ft'
n a t r rr-al-
Please soecilv other landscape features (i'e'retaining walls,fences, swimming pools, etc. )
a concrete surface will be nstalled
waII to
October 7, 2004
Mr. Stuart Smith
Resort Design Associates
1434 Spruce Street, Suite 110
Boulder, CO 80302
(lax) 303.449.3366
Re: Kort residence remodel, DR8040491
Lot 10, Glen Lyon Subdivision
1467 Greenhill Court
Vail, CO 81657
Dear Stuart.
Thank you making the drive to attend yesterday's Design Review Board meeting regarding the above address.
As we discussed, the Design Review Board consent approved the application with the following two conditions:
1) The applicant shall remove all non-conforming lighting fixtures from the residence prior to the time
of issuance of the final certificate of occupancy.
2) The applicant shall paint the flashing of the rooftop skylights to match the roof prior to the time of
the issuance of the final certiticate of occupancy.
I have attached the approval form that will be needed to apply for the building permit. Per our conversation, the
building permit process will likely take between three and six weeks to complete due to the heavy application load
that the Town is currently experiencing. Please don't hesitate to contact me with any remaining questions or
concerns. Additionally, thank you for your patience in what is not always a simple design review process.
Beqt
etidab6th Ecket
970.479.2454
enclosure rU
copr
o
MMUNITY D
6unX7-, 5uo/-trrg;-t
EVEL.PMEN, lofto TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
DEPARTMENT OF CO
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT Permit #: 803-0167
Job Address: 1467 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1467 Greenhill Court Applied . . : 07/0312003
ParcelNo...: 210312403045 Issued...: 07109/2003
ProjectNo: -PRS > -oi\-l Expires...: 01105/2004
owNER ELIJENORE irOIN:t \/Eli|lTURE O7/O3/2OO3 phone:
* Joss EQurTrEs
180 N STETSON 5505
cHrcActo rL 60501
Lricense:
CoNTRACTOR TCC CONTRACTORS, rNC. 07/O3/2O03 phone: 970-328-2340
P.O. BOX 1822
AVON, CO
81,620
License: 540-B
APPr-,rCAr{Ir TCC CONTRACTORS, rNC. 07/03/2OO3 Phone -. 970-328-2340
P.O. BOX 1822
AVON, CO
41620
Lricense:
Description:
Common Element - re-roof sanne for same
Occupancy:
Type Construction:
Valuation: $17,748.00 Add Sq Ft: 0
Fireplac€ lnformation: Restricted: Y # ofGas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0
t + +,| ++:rt:| a:a* * * r * aar atl * *l laa*t l att
Building----> $293 . 25 Restuarant Plan Review-> $0 . 00 Total Calculated Fees-> $486 - 86
Plan Check-> 5190.61 DRB Fee---> 90 .00 Additional Fe€s-> S75 . 00
lnvestigation-> $0. 00 Recreation Fee---> $0.00 Total Permit Fee---> $551. 86
Will CaU--> S3 . 00 Clean-up Depnsit--> $0. 00 Payments--> $551 . 85
TOTAL F'EES-----> $485.86 BALANCE DUE-> $0.00
Approvals:Item: 05100 BUILDING DEPARTMENT
07/o9/2oo3 jrII. Action: AP
Item: 05400 PLANNING DEPARTMENT
Item: 05600 FIRE DEPARTMEMT
Item: 05500 PIIBLIC WORKS
t t *,1* ***:l *:i l l+ ++t
See page 2 of this Document for any conditions that may apply to this permit.
PAGE 2
*+,}'}*{'*'t,t'l***'|'|****,},*'***tlt*'|*'*!*'}:r*!***:t**1*++|'|,}*****'}'}i'*!tt*'}'t*'t,}{t:t!t,}'t****'*|**:**************
CONDITIONS OF APPROVAL
Permit #: 803-0167 as of 07-09-2003 Status: ISSUED
***,|,i'|,i{t:}'t't'}'}'}'}'|*****'|***{t*'t**'}*+******!t****'|*'}'|'t*'}'}**,}**|*:t:l*{t'}{.**!t{.*************!t*+|+++*
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 07103/2003
Applicant TCC CONTRACTORS,INC. Issued: 07109D003 970-328-2340 To Expire: Oll05l2OO4
Job Address: 1467 GREENHILL CT VAIL
Location: 1467 Greenhill Court
ParcelNo: 210312403045
Description:
Common Element - re-roof same for same
'l{t***'}'l'l**'l'l'l:l******:}***'t****'t************:l****'l** COnditiOnS l***ttlrl**rf ,f t}*rt**t*t},f tt**{ttt**{r'l i't't'}*'}'t't*t*****
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FoR CODE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.I OF TTIE 1997 UBC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
CTOR FOR HIMSELF AND OWNER
^,,,f; " 6h I"..
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8" ffi-*., w * #r*
Building Permit #:
97 9147 9-214s (l ns peCJio4s)
GP MIT Ltc
plu TCIWNOFYATI
75 S. Frontage Rd.
Vail, Colorado 81557
ired for e
RACTOR INFO
0-",^*ttt CC Koo€ r..,
Contact and Phone #'sl-
"q O- 13t q
Email address:
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BUILDING: $ t1 ,'118, D O ELECTRICAL: O ,tl /A orHER: t
^llA PLUMBING: $ N lA MECHANICAL:$ N II rorAL:$ 17,7{8.t3
For Parcel # Contact Eaqle County Assessors Office at 970-328-8640 or visit vvww.e
lgrge_l#
Dqt\ex
rlru\t (A) atoS
t.rc)
tz+ 6Zoa5
t?+o>o +to
Job Name:Job Address:/+b'1 (2we.et ) i1l 1[ L,l r'.la
Legal Description ll tot: / D ll atocr: il;t,€ ll riting:Subdivision: bte r) LiOiJ
Owners Name:Address:Phone:
ArchitecVDesiqner: ^ t, ,. I t--- fv tJ'\'r €Address:Phone:
Engineer: n/OilE_Address:Phone:
Detailed descriotion of work. it r:_ ot at,?€?{E5.Ei?Z Tl?r_ltr!.fr?,FS{F;i E*.^-tf,i.f-i, -;R",^i1*eL ^-,
o ,. g ,^ , , i:-. s\
WorkClass: New( ) Addition( ) Remodel ( ) RepairpQ Demo( ) Other( )
Work Type: Interior ( ) Exterior K) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: SingleJamilylQ TwoJamily ( ) Multijamily ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: a No. of Accommodation Units in this buildinq:
Noffvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (
No/TVpe of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOIVEQ)
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No (
**r*t***i**+*+******t****+*.*!t******FoR OFFICE USE ONLY*"*******************:H*i********t**
r Fees:
DRB Fees:
\\Vail!Cata\cdev\FORMS\PERMITS\BLDGPERM.DOC
o
IOI4'N#
Design Review Board
ACTION FORM
Departrnent of Community Development
75 Sorrth Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Cohen / Joss re-roof DRB Number: DR8030244
Project Description:
Common Element - re-roof same for same
Participants:
OWNER ELLENOREJOINTVENTURE 0613012003 Phone:
o/o IOSS EQUffiES
180 N STETSON 5505
CHICAGO IL 60601
License:
APPUCANT TCC CONTMCTORS, INC. 0613012003 Phone: 970-328-2340
P.O. BOX 1822
AVON, CO
81620
License:
Project Addrcss: 1467 GREENHILL Cf VAIL Location: 1467 Greenhill Court
Legal Descriptaon: Lot: 10 Block: Subdivision: GLEN LYON SUB.
Parcef Number: 2L03I2403045
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: Date ofApproval: 06/30/2003
Condations:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s),
Cond: 0
(P|-AN): DRB approval does not constitute a permit for building. Please consult rvith
Town of Vail Building personnel prior to construction activities.
Planner: Judy Rodriguez DRB Fee Paid: $O.OO
Jun 26 O3 11:38a
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o DEPARTMENT oF coMMUMrt *rooMENr
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT Permit #: 801-0358
job Address: 1457 GREENHILL CT VAIL Status . . . : ISSLIED
Location.....: l46TGreenhillct behind duplex Applied . . : 11/1,2/2001.
Parcel No...: 210312403045 Issued. .. : 03/05/2002
Project No : (\rSO . ' d.t? I Expires . ..: 09/02/2002
ogrNER ELLENORE ,JOINT VEMIITRE tt/L2/20OL Phone:
* JOSS EQUITIES
180 N STETSON ssos
CHICAGO II, 60601
Iricense:
coNfRAcToR YENTER COMPANTES, rNC. LL/L2/2OO]- Phone: 3O3-279-4458
2O3OO STATE HTGTIWAY 72
ARVADA, CO
80007
I-,icense : 114 -B
APPLTCATVT YENTER COMPANTES, rNC. LL/L2/2OOL Phone: 303-279-4458
2O3OO STATE HIGHWAY 72
ARVADA, CO
s0007
License: 114 -B
Description:Replace retaining wall
Occupancy: R3,U1
Type Construction:V N Type V Non-Rated
Valuation: $182,596.00 Add Sq Ft 0
TOWFJOF\!\IL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Investigation->
will calt-._>
.*r .-+[i1,'l'S.llL '1"'l to
# of Gas Appliances: 0 # of Gas Lngs: 0 # of Firenlace lnformation: Restricted: Y
Wood Pellet:
Building----> $1,072.00 RestuarantPlarReview->
Plan Check-> $595.80 DRB Fee->
$0 - 00 ftscreation Fee->
$3 . 00 Clean-up Deposit->
go . o0 Total Calc-ulated Fees-> $1, 9?1 . 80
S2o0.oo Additional F€€s-> $0.00
SO.O0 Total perurit Fee_> 91,971.80
$0 . 00 Payments-> S1, 9?l - 80
s0. 00 TOTAL FEFq---> 51,9?1.80 BALANCE DUE-->
Approvals:Ideim: 05100 BUILDING DEPARTMENT
Lt/2o/2oo:- cDAVrs Action: AP sEE coNDrrroNs oF
APPROVAIJ
Item: 05400 PL,ANNING DEPARTMENI
LL/L3/2oot ao Action: AP
Item: 05500 FIRE DEPARTMENI
Item: 05500 PITBLIC WORKS
, LL/L9/200L tk
construction staging is
public way permit muEt
Action: AP If
to be done within
be subnitted sith
the TOV ROIY a
a staging plan.
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatio4 filled out in fulI the inforrration require4 completed an
accurate plot plan, and state that all the information as required is correct I agree to comply with the infonnation and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivision codes, design. review approved, Uniforrr Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECNON SHALL BE MADE TWENTY.FOUR HOURS IN BY TELEPHONE AT AT OUR OFFICE FROM 8:00 AM - 5
PM.
Send Clean-up Deposit To: N/A
SIGNATI.JREOFOWNEROR FORHIMSELFANDOWNEF
lr
PAGE2
Pernit #: 801-0358
CONDMONSOFAPPROVAL
as of 0&062002 Status: ISSLIED
PermitType: ADD/ALTSFRBULDPERMIT Applied: 17/72/2ffi7
Applicant YENTERCOMPANIES,INC. Issued: B/M/20[l2
3UY2J79458 ToExpire: O9/O2/2W2
Job Address: 1t16,7 GREENHILL CT VAIL
I-ocation: l46TGreenhillCtbehindduplex
Parcel No: 21037240tsl04i5
Descripion:
Replace retaining wall
Conditions
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CONfi[5123
A Special Inspection report is required.
This report must be approved by registered structural
engineer containing
approval for all soil nails nad injected grout. Also
include infonnation that the wall complies with approved
engineered plans
aaaaaaaaa*aaaaa taaa+*++l*+++++ + +tf*fall faa+f+ft+ ft+a++att+tt at++fttatttttatataat*aa***tf*tat
TOWNOFVAIL, COLORADO Stat€,meNrt
Statetnent Nurnber: R000002015 Amount: $1,971.80 03/06/2OO2O2:18 Pll
Pa)ment lrlethod: Check Init: LC
Notation: *O32949/vail Cascade condo
Permit No: 801-0358 Type: ADD/AIJT SFR BUIIJD PERITIIT
Parce1 No: 2LO3L24O3O45
Site Addreas: 1467 GREENHIITIJ qr VAIIJ
' Location 3 145?GreenhillCt behind duplex
Total Fees: 51,971 .80
Tlris Payment: $1,971 .80 Total ALL Hrta: S1,971 .80
Balance: $0.00
| | *+ * f at l*a l ttaal t+ar* + +a* t t'i aar a*a*al*++**aa***tl*l'l **ataatltaaaf+++ai+**aaf*aaaaaraaaa+aar
ACCOI,JNT ITEM LIST:
Account Code Descn'iption Current Pmts
BP OO1OOOO311I1OO BUILDING PERMIT FEES
DR OO1OOOO31I22OO DESIGN REVIEW FEES
PF OO1OOOO31i23OO PLAN CHECK FEES
t.JC OO1OOOO31128OO WILL CALL INSPECTION FEE
| .072.00
200. 00
696.80
3.00
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BI.TSING
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lFllcac.. aoi* vo^*r,YD )to Y'ETTER
Town of Vail
75 South lrontage Road
Vail, Colorado 81657
Attn: J R. iV{ondragon
Re: Soil Nail Wall at 1467 Greenhill Court, Vail, Colnrado
Mr. Mondragon;
The soil nail wall at the above referenced location was designed under my direct
supervision. The wall was designed using Federal Highway Administration standards
for soil nail construction. The construction was performed by Yenter Companies'
employees. During the construction, I made periodic visits to the site to insure that
the design was followed for installation.
It is my opinion that the construction of this wall meets the design requirements.
Should you have any questions, please contact me.
Sincerely,
Albert C. Ruckman, P. E.
Marclr 26, 200;r v'arc'zo'$,
7/zr /oz
20300 W. Highway 72, Awada, CO 80007 .3031279-4458. Fax3031279-O908 . www.yenter.com
APPLICATI
o
ON WILL
MVNWVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Building Permit #:
97 O- 47 9 -2149 (Inspections)
CONTRACTOR INFORMATION
Separate Perm its a re req uiretl for electrical, plurn Uing,-""f,"nicrlffi
General Contrader:
Jeurq4 LLrt?ntltES
Town of Vail Reg. No.:
'14-B
Contact and Phone #'s:
c4€f ElJ,{h zzo,3ot"a7b3
Contractor iignature:i | <-:-- t b7. 4l.o?og \ 1,4---,r-l
COMPLETE VALUATIONS FOR BUILDING PE RMIT Labor & Materaals
BUILDING: $ELECTRICAL: $orurn:g iBLiSlb .oo
PLUMBING: $MECHANICAL: $rorAl $ lBZ,Sq A,oo
te Nssessors Office at 970-328-8640 or visit
Parcer # Zl03 -tL+ 4e -qS-(application will not be accepted without parcel number)
Job Name:rob Address: 1467 GBes,lHtLt Cookr
L.s"f D"*ripti-Jt_L.tJqJt_Bb:k' lV4Jl riting: M+ ll srbdi,ri.ion, 6tau /JoN
Address: 7: Pf udeN-(+L P@
/a, 24 /rlu Ll<i I Rh An/r!r* bu t ll
3iz 86t. ,/4oc
4o4.2.;2. '\,1>
Architect/Designer:Address: 7t-tt<,,Phone:
Engineer: /r*rrt^ G,nperre J %._Ercwry1ruTl@
Detailed description of work:
4€PtACO^at7 Otr RLT+tutr,t6- fltcc fH*r 4As pe
tui'7
ft2rc.et7f.B AttD ts ffirttt)G
WorkClass: New( ) Addition( ) Remodet ( ) RepairfO Demo( ) Other( )
Work Type: Interior ( ) Exterior Q( ) Both ( )Does an EHU exist at this location: yes ( ) No (V)
Type of Bldq.: single-family ( ) Two-famity pf) Mutti-famity ( ) commerciat ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building: (/) fAo ll ruo. of Accommodation Units in this bur'lding: -e-
Norrvpe of Fireplaces 3) wood/pellet ( ) wood Burning ( )
Nofrvpe of Fireplaces s Loqs ( ) Wood/pelpt ( ) wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ()$ N"T-Does a Fire Sprinkler System Exist: yes ( ) No (tf )
For Parcel S Contact
***J,***********!*****+*****************FOR OFFICE USE ONLy**************************************
r Fees:
Fees:
F :/everyone/forms/bldgperm
of Construction:
ner
3032790908; Oct-22 16:09;-01
o
APPLICATIOT{ WIll iloT aE acctPrFo tF tf,co{rutE oR U P2
Prorc(l *!
?3 5. Frootrr Rd.v-rl!. f.olondo lt63l
Sent 8y: YENTER COMPANIES;
t't +l ,w
Page 212
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DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
o The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
o Also, the Town of Vail Public Works Depaftment will b€ approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occupancy issuance.
Agreed to by:
-Dn 1,4orlcl,"[o^
Signature
Project Name:
Date Signed:
F:/everyone/forms/bldperm6
/l .LL,ot
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
D Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works, In the event the person so notified.does not comply with the notice
within the period of time herein specifled, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o Summons and Penaltyt As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
D Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7.3A-I AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(i968) 5 1)
o Whenever any police officer finds a vehicle attended or unaftended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and olaced in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundmentcharge. (Ord. 2(1968) g 3: Ord.28(1981) 5 1)
I have read and will cornplv with the above code orovisions:
Print Name
Position or Relationship to Project:
Date Signcd:
Ir : /everyone/forms/bldpermT
Signature
DESIGN DETAILS, SPECIFICATIONS AND CALCULATIONS
FOR A GROUND NAIUMICROPILE WALL
A[1467 Greenhill Court, Vail, Golorado
ITIIITI TIIIITTITTTITT TTITIT
Tourn .:f Vaif
0F;:;;; CoPY
Preoared for:
Arthur Abplanalp
WestStar Bank Building
108 South Frontage Road West
Vail. CO 81657-5012
Yenter Companies, Inc.
20300 West Highway 72
Arvada. Colorado 80007
l'
TEFK
November 15,2001
^4..
-
Y'El|
o o
Design Details, Specifications and Galculations for a
Ground Nail/Micropile Wall
at 1467 Greenhill Court
Vail, Colorado
Prepared for:
Arthur Abplanalp
108 South Frontage Road West
Vail, Colorado 81657-5012
by
BillZietlow n --'-
ba /'tu
PaulR. Macklin
O lt r-t 11/()^\-:-( l( /l'(&gz:
Reviewed by
Albert C. Ruckman, P.E.
November 15,2001
tt/r r/a t
1.0 Limitations
The findings and recommendations given in this proposal report are site-specific,
and are valid for a proposed retaining wall system to replace a failing timber crib
wall at 1467 Greenhill Court in Vail, Colorado, only. The design proposat is
based upon information provided to Yenter Companies, Inc., such as the recent
topographic survey, visits to the site and an understanding of the previously
constructed timber crib wall as depicted in the 1981 site grading plan from
Charles Gathers & Associates. Yenter Companies has not undertaken an
independent investigation to verify the accuracy of the factual information and
data, or the suitability of the required design parameters, set forth and implicated
in these documents.
2.0 Introduction
The existing timber cdb wall was built sometime in the early 1980's and is
showing significant distress. The wall extends along the back of the residence
where it attains a maximum overall height of approximately 18 feet near the
southeast corRer. The wall gradually diminishes in height along the east side of
the house eventually terminating into a boulder-landscaping wall. The wall is
comprised of two tiers. The main, lower tier wall extends full length and reaches
a height of approximately 14 feet. The smaller upper tier is offset approximately
6 feet from the lower tier and attains a height of approximately 4 feet. A 6 foot
walkway separates the residence from the timber crib wall. Portions of the facing
in the main wall have buckled and spilled onto the concrete walkway at the back
of the residence. Differential movement in the slope above the tinnber crib wall
delineates the extent of the wall failure. The degree of distress in the main wall
at the back of the residence suggests that the wall is in a state of pending failure
with further collapse likely within the next couple of years.
3.0 Wall Selection:
The access to the crib wall is restricted by the public open space (Donovan Park)
bordering the residence on the west and a neighbor's lot to the east. The overall
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natural slope is approximately 2H:'lV and is well-treed with mature aspens and
some evergreens. Any wall option that disturbs the existing timber crib wall will
require excavation support to ensure a safe working environment.
Options considered for mitigating the failing timber crib wall will negatively impact
one or more of the following issues:
1) Disturb the existing timber crib wall thereby requiring excavation support.
2) Alter emergency egress via the walkway at the back of residence.
3) Destroy trees on the slope.
4) Eliminate maintenance access to the exterior wall of the residence.
For example, removing the timber crib wall and laying back the slope will destroy
the most trees and create a very large scar above the house. Constructing a
concrete cantilever wall in front of the timber crib wall will disturb the timber crib
wall (to construct the concrete foundation), alter emergency egress, eliminate
maintenance access, etc. We believe that the most viable wall option for
mitigating the failing timber crib wall is a ground nail wall system. A short section
of micropile wall may be necessary along the east side of the residence because
of easement restrictions.
4.0 Ground NailWall System:
A ground nail wall system is constructed from the top down. The excavation
proceeds in incremental lifts of approximately 4 to 6 feet. After each lift, near
horizontal holes are drilled back into the slope to a specified length on a regular
pattern. A steel bar is placed in each hole and encapsulated with grout to create
the "ground nail." The grout bonds the steel to the ground. After a lift of ground
nails is installed, steel reinforcement (welded wire mesh)and geocomposite strip
drains are placed against the excavation and concrete is sprayed (shotcrete)
onto the excavation, thereby creating a reinforced concrete panel connected to
the heads of the ground nails. This process is extended to the bottom of the
excavation where the strip drains are manifolded into an open graded backfill, or
french drain that is graded to transfer water to the side of the residence.
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5.0 Micropile Wall System:
A micropile wall system consists of row(s) of closely spaced grouted steel bars,
beams or pipes installed vertically or near vertical (rather than near horizontal).
A single, rigid, reinforced concrete grade beam integrally connects the
micropiles. The excavation proceeds after the installation of the micropiles and
reinforced shotcrete is installed onto the exposed micropile row, creating the
same shotcrete finish as that of the ground nail wall. The method of installation
is similar to that for the ground nail wall.
.:;
6.0 Materials:
6.1 Ground Nails
The function of the ground nails is to reinforce and strengthen the existing
ground. The nails are a single-strand steel reinforcement bar and will be
supplied by Williams Form Engineering Corp or other suitable source.
The bars will be epoxy coated, No. 10, Grade 75 conforming to ASTM A
615.
6.2 Micropiles
A short section of micropiles may be installed along the eastern property
line at the owner's request. Two rows of micropiles, oriented near vertical
on 24-inch center-to-center spacing, reinforce the soil and provide the
flexural stiffness necessary to complete the excavation. The micropiles
are S3x5.7 Grade 50 steel beams encapsulated with grout. The steel
beams are supplied by St. Thomas Steel, lnc. or Arvada, Colorado or
other suitable source.
6.3 Bearing Plates
The plate is an 8-inch x 8-inch x 0.S-inch, 436 Steel with a 1.S-inch hole in
the center. The plates are manufactured at Yenter Companies' facilities in
Arvada, Colorado with steel purchased from St. Thomas Steel, Inc.
Arvada. Colorado
6.4Grout
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A pourable cement grout will be used to fully encapsulate the nail. Cement
grout will be Type lll Portland Cement mixed with waterto a flowable
consistency, with a water to cement ratio of approximately 0.4 to 0.6. The
cement grout will have a minimum 3-day compressive strength of 1500 psi
and a minimum 28day compressive strength of 3000 psi. The supplier will
be White Cap Industries, Denver, Colorado or other suitable source.
6.5 Centralizers
Class 200, non-corrosive 2-inch PVC centralizers will be supplied by C&M
Manufacturing, Santee, California or other suitable source.
6.6 Shotcrete
This work consists of constructing a pneumatically applied concrete
(shotcrete) for the construction of the wall at the locations shown on the
plans in Appendix D. Shotcrete will be composed of portland cement, fine
and coarse aggregate and water. The shotcrete may contain admixtures.
The shotcrete will be reinforced with welded wire mesh. Shotcrete will be
applied in layers to a minimum thickness of 6-inches.
The shotcrete desiqn will be as follows:
MIX PROPORTIONS Per Cubic Yard of Concrete:
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Cement
Fly Ash
Fine Aggregate
Coarse Aggregate (#8)
AEA
Water
The above
dry condition.
aggregates.
ASTM C-150
ASTM C-618
ASTM C-33
ASTM C.33
ASTM C-260
ASTM C-94
lbs
lbs
lbs
lbs
oz
lbs (36 gal.)
144 pcf
1to3
690
50
2140
710
2.0
300
weights are based upon aggregates in a saturated, surface
Batch plant corrections must be made for moisture in
Desiqn Phvsical Properties of Shotcrete Mix
Unit weight
Slump Obtained (inches)
Water/Cement Ratio O.4
lf admixtures are used to entrain air, reduce the water-cement ratio,
retard or accelerate setting time or accelerate the development of
6.7
6.8
6.9
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strength, they will be used at the rate specified by the manufacturer and
will be compatible with the cement used. Air content shall be 6 percent
(plus or minus 2 percent), tested in accordance with AASHTO T1S2IASTM
c231.
The combined gradation of fine and coarse aggregate used in the
shotcrete will meet the following grading requirements:
Sieve Size
ll2inch
3/8 inch
No.4
No.8
No. 16
No. 30
No. 50
No. 100
No. 200
100
90-100
70-80
50-70
35-55
20-35
B-20
2-10
o-2.5
The shotcrete will be capable of attaining 2500 psi compressive
strength at 7 days and 4000 psi at 28 days as determined by ASTM C39-
84 testing of compression test cylinders.
Welded Wire Fabric
Two layers of welded wire fabric will be used in the shotcrete wall facing.
Installation will be at the locations designated in the plans. The welded
wire mesh will be type 4 x 4 - W4.0xW4.0 conforming to ASTM 482.
Geocomposite Strip Drains
Geocomposite strip drains will be installed behind the shotcrete in direct
contact with the excavated ground face in the locations and spacing shown
on the plans. The strip drains consist of 12-inch wide JDR Drainage
Composites SD-6, or an availabb equivalent. Supplier will be Vance Bros.,
lnc., Aurora, Colorado or other suitable source.
Horizontal Drains
During installation of the ground nail system, horizontal drains may be
installed to dissipate pore water pressure in the slope as needed. The
horizontal drains will consist of 2-inch PVC that daylight in the excavation
and are then covered by strip drains. The location, depth and frequency of
the horizontal drains will be determined in the field by an engineer or
geologist from Yenter Companies.
7.0 Method of Installation
7.1 Equipment
7.1.1 Anchor Drill. Yenter Companies, Inc. maintains a fleet of over 30
drills. A Furakawa hydraulic drill rig will be used to installthe
ground nails.
7.1.2 Shotcrete Pump. The shotcrete for the rock anchor wall will be
placed using a wet mix process. The pump is capable of delivering
shotcrete in a continuous manner to the excavation face
7,1.3 Grout Pump. The grouting equipment used is a positive
displacement pump that produces a grout, free of lumps and
undispersed cement. The grouting equipment is of adequate size to
enable the grout to be pumped in one continuous operation. The
mixer is capable of continuously agitating the grout. Pending on-
site ground conditions, grout may be placed after or during insertion
of the ground nail.
7.2 ConstructionSequence
The ground nail walls will be constructed from the top down. The initial cut will
be excavated to a depth of approximately 6 feet, pending on-site ground
conditions. During construction, the stability of the excavation will be evaluated
and the depth of the unreinforced cut may be modified to speed the installation of
the anchors. After completion of the stabilization, the next bench or tier will be
excavated. The wall will be installed in the following sequence:
1. Excavate wall location
2. Drill hole for ground nails.
3. Install and grout ground nails.
4. Place strip drains.
5. Place welded wire mesh.
6. Place shotcrete and install nail head bearing plates.
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I 7. Repeat steps 1 to 6 as necessary to final grade of ground nail wall.
8. Complete shotcrete drainage system.I
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APPENDIX A
EQUIPMENT SPECIFICATIONS
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1) Furakawa
2) Grout Pump
3) Shotcrete Pump
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VERTICAL DRILLING COVERAGE
(HLrrtZ0NTAL SECT|0i'i )
HCR9.D
HORIZONTAL DRILUNG COVERAGE
VERTICAL DRILUNG COVERGE
(H0RlzoNTAL SECT!0N)
HCR9.E
A- ,"'
C€f|ter o{ Doo.n swingl X
VERTICAL DRILUNG COVERAGE
. (VERTICAL SECTI0N)
4355 (1{',3') \
.6.a-(ft 31_ | _ -_ ,:
HCR9.D HCRg-E
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G ENERAL
SPECI FICATIONS
Weight
Overall length
Overall width
9,100 kg (20,060 lbs)
8,5O0 mm (25' 11'l
2,400 mm (7'10')
2,75O mm (9')
9,000 kg (19,840 lbs)
9,000 mm (29'6-)
2,400 mm O'10')
2,600 mm (8'6')
DRIFTER
Overall heiqht
Model
Overatl length
Overall width
Overall height
Weight
HD6O9
1,050 mm (3'5'|
382 mm (1 '3')
260 mm (10-)
16s kg (363 lbs)
2,300 - 2,800 bpm
0 - 250 rPm Number of
Number of
blows
revolutions
TRAMMING Track length
Ground contact length
Width of grousers
Ground pressure
Ground clearance
Oscitlating angle
Tramming speed
GradeabilitY
2,785 mm (9'1")
a155 mm O')
3O0 mm (11 ')
0.70 kg/cm, (10 Psi)
5lomm(1'9')n"
0-3.5 km/h (0-2.1 mPh)
300
3,055 mm (10')
2,425 mm (I' 11')
300 mm (11')
0.62 kg/cm, (9 PSi)
540 mm (1 '9')
200
0-3.5 km/h (0-21 mph)
30"
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I DIESEL ENGINE TSUZU 6BD1PH41
Water cooled, 6 cylinder in line, direct iniection type
125 PS 023 hP) / 2,600 rpm
30" in all directions
200 t
Raled outPut
Allowable tilting angle I Fuel tank
HYDRAULIC SYSTEM Variable capacity pump
Fixed capacity PUmP
Axial-plunger PUmP
Gear pump
170 t Oil tank
Model
Boom
Boom
Boom
Boom
length
lift angle
swing angle
JF325-20 Fixed boom
2,000 mm (6'6')
up 55o, down 20o
right 45o, left 15o
J E326-20 Exlension boom
3,330 mm (10'11 -)
up 45o, down 15o
right 35o, left 45"
GUIDE SHELL
slide
Model
Overall length
Guide slide length
Guide swing angle
Guide tilt angle
Feed method
GH83G2O
7,240 mm (23'8')
1,500 mm (4'11')
right 30", left 90"
1800
Hydraulic
1,500 mm (4'11')
cH830-20
7,240 mm (23'8')
1,200 mm (3'11 ')
right 40o, left 40"
1800
Hydraulic
4,450 mm
motor drive motor drive
Fe€d
Model
Free air delivery
Working pressure
4.450 mm 4',8-)4',8'l
COMPRESSOR AIRMAN PDS175, screw tYPe
5.0 mg/min (175 cfm)
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OUST COLLECTOR Suction capacity
Number of filters
Dustofl method
Pre{uster
16.0 m3/min (565 cfm)
Automatic air Pulse iet
Optional
Suction
ELECTRIC SYSTEM Battery
Lighting
ide type is
12V, 100AH/20Hx2
24 V, 70 W x3 (halogenlamP)
oc24v Source
Numb€r of rods ROD CHAHNGER
Number of rods ROD RACK
CABIN Weight
Standard accessories
460 kg (1P10 lbs)
Air conditioner
Bit dia.
Rod size
C65-90 mm 12112' -3U2'l
H32, R38, R45'BIT & ROD
Rod 10 tt mm), 12 ft
Sgecitications are subject to change without nolice'
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!. ;. - ,-',i:;;n'- ,-.,.J--{E&
Hxf"Tffit'$x:ffili::ff:".
for the placement of proprietary based
lements (Wil-X-Cement). A 22 gallon
laoacitv mixinq tank has been provided for
t6ptimum efliciency in mixing the materials
Jhe mixer discharges directly into a gener-
lusty proponron"o- pu.p screeneo nop-
ller, allowing the operator to begin prepara-
tion of a new batch of materials while
J'##'J::::1;x":';l?',:ff "::i,"cavity pump is employed to deliver the
-nixed neat cement grout at a rate of up to
l"',,*l; ;,";J:[,'ff#r? :fi::i'
orout in excess of 200 feet.
]roru^r" o*o
BENEF'TS
J2 cALLoN MIXINGTANK: Mixes up to 2
lacks of material at once and allows for
drout to be pumped during mixing or mixed
Jithout Pumning.
VARIABLE PUMPING RATES: Variable
]rout flow rates of .5 to I gallons per minute
I5 GALLON SCREENED HOPPER: Hoids
enough mixed grout to enable continuous
l3liloJf"t MrxER coMPoNENrs: rhe
-GP 540 is designed so lhat the mixing
l:notor and paddles can be quickly disas-
Hn:$t:UMi*e' arrowins ror rast
]tte scneeruED HoPPER SIEVE: Frne
*creen prohibits lumps of grout trom enter'
ing the hopper, preventing the grout hose
lf rom cloggrng.
I
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STANDARO SIZE AIR MOTOR INLET FlT-
TINGS: The air motor inlet fitting allows for
a standard 3/4" diameter air hose.
DISCHARGE HOSE: Standard hose is 3/4"
LD., lull f low x 25' 0" long, with cam locK
fitlings.
OPTIONS AT ADDITIONAL COST: Water
meters. wheels that can be mounted on a
sKro.
TECHNICAL OATA:
Weight: 450 lbs.
Dimension Size: 50" Long x 30.5" wide x
52" high
Production Rate: 8 gallons per minute at
150 psi.),
ra
ffiffiffifle
Trailer Mounted
Goncrete PumPs
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Features
I Deutz diesel engines meet emission standards through the year 2000 with performance and
dePendabilitY You can count on'
I Rexroth hydromatik variable displacement piston pumP - world famous for dependability and
long life.
lREEDso|idstateblackboxcontro|providesmodernstateoftheart,maintenancefreeperfor-
mance.standardona||REEDpumpsfrom5to200yd3/hr(3.8to153m3/hr).
-.s valve" provides iong life and ability to pump a wide range of materials including 1-1/2'(38mm) j
rock, extremely low slump shotcrete and thin grouts'
I
Ruggedconstruction'moderndesignandva|uepricingprovide|owowningandoperatingcost.i
.A{nttt ofi' '
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Dimensions
(HighwaY Axle)
SPECIHCANONS
trooE-
Co(slto Ot rpd
Cooc|tte Press0r€
O€(rlz Oiesel Engin€
l&dn Hydrauftc F\fitp
Rerotr t[Ptomatic
Cooct€te Cyind€fs
1&xi'ru1a1lgg€gate Size
Hopp€r Cspacity
ttytrar.aiC Oil Cap**tv
Fu€l Capadty
otrtl€t Siize
Weigm(App|ox-)
trrEnh (S€e above)
:
49 ..
(12{5mm)
y'l14-
'-(870mm)
i i-..-
&48 4G508
-'33-3/4'"-'
(857mn)
4050HP 4050HPS
50 {0
38 31
14?F 1866
99 18
112 1@
u 1l9
163-1/4'(11)
(1147mm)
180-(12)
(4572mm)
- 6:'-
(l6OOmm)
8'l'
(213ilmm)
21'
(53mml
cu y'ds/tr
qr m/hr
psi
bar
hp
kw
cclrev.
in
mm
c{r ft
liters
gal
litefs
9al
liters
in
6x36
152 x 914
1-1t2
38
14
396
40
151
2
83
5
127
470o n&
Ll
4{t 50
31 38
1191 136'l
a2 94
79 79
59 59
71 107 107 107
6x36 6x42 6x42
152 x 914 152x106'7 152x106/
t1n 7;1n 1-1n
3a 38 38
STANDARO
2 manual outriggers, 1 front jack
stand, pintle hitch, hoPPer sPlash
guard, hopper gratg autornatic pr€s-
iure release at shutdown, stainless
steel contol panel, forged steel pis-
tofts with ureffrane Slis{on cilps' higtr .'
way axle with electric brakes' high
capacity hydraulic oil cooler, fend-
ers, and lights-
OPTIONAL
Basic hood, harsh mix hoPPer,
hydraulic outriggers, hopper agita-
toc vibrating hopper scteen, chem-
ical dosing PumP, radio remote'
APPLICATIONS
Concrete, refractory shotcrete'
pressure grouting, slurries.
mm
in
mm
lbs
kg
14
396
14
396
14
396
40 .55.' 55
151 208 208
22 ,() 40
83 151 151
s55
1?j7 127 127
4750 4S5O 5300
21fi mo 2M
r/tdrrtriffi p..tomrriptrrso$.0*andrtnc[Q(rJd p'Et€GtIFrbe|€adttd*trlrtE6rr Fe"ofilirvnvJyd4dt&€drcrtP'tdxd€dgntd
i+"r;c.t-t* *"tud"." s.ti€ci b crsE€ wihqn p'ir "ode
REED
;*,,#'#"g?ln
I
T APPENDIX B
MATERIAL SPECIFICATIONS
I 1) Williams R61 Grade 75 All Thread Rebar (Ground Nails)
2) J-Drain (Geocomposite Strip Drains)
I 3) Shotcrete Mix Design with Compression Test Results
4) Grout Mix Design with Compression Test Results
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R61 GRADETS ALLTHREAD REBAR
50,.0" SECTION
R61 GRADE 75 REBAR ASTM 4615
REBAR
DESIGNATION
MAX.
0.0.YIELD STRENGTH
MINIMUM
ULTIMATE STRENGTH
#6 7tB"33,000 Lbs./146.8 kN 44,000 Lbs./195.7 kN
1'45,000 Lbs /200.2 kN 60.000 Lbs./266.9 kN
#B 1-1tB'59,300 Lbs./263.8 kN 79.000 Lbs./351.4 kN
#9 1-1t4'75,000 Lbs./333.6 kN 100,000 Lbs./444.8 kN
#10 1-3/8"95,300 Lbs./423.9kN 127.000 lbs./ 564.9kN
#11 1-1t2"117.000 Lbs./520.5 KN 156,000 Lbs./693.9 kN
#14 1-7lB'168,700 Lbs.i750 kN 225,000 Lbs./'l 000.8 kN
#18 2-7116'300,000 Lbs./'1334 kN 400.000 Lbs./1779.2 kN
SUGGESTED WORKING LOAD-
60% OF ULTIMATE STRENGTH
1
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LIJ*J l tl
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i -€tTE WATER ONA]ffiCOMPOSITE.
02622J
B-"ydn. ftii
-t'-.t i
R iln -T-
9r
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00, c
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Ys!'
1, lirci
phoretto, gcorgio 30004
;l''li:
J--i^
'Site Wo prdinoge llri:l ;lt r-.J--. !. .l :
I irb.;- | . I ll fm Enterdr
292 soufh moin srrcct!;it
;l I'r-fi-.
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ilrJJ4l2riJE ba( Ytl)l-tub U)Ib : Ji)
INSTALLATION
Ihe prirnory steps h fhe inslo(lotion procers ore os follows:
l. Delermino droinoge lolrcd. Mork field witn cholk line od fench loccilons cut ond rerncve sod pnor to trenchi(€ (opflonol).
2. Ihe trenches ore exco/ctted. 3 to 4 inches [S0 to t Oo mm.]wde ond q minirnrn or '!2 inctx:s 130 cm.; cteep to prom.,t€r
droinooe in the roart /one. tench brotloms sfrould slope o 1116 ot .006 nches.
3. Unroll ord ploc(e l{if h Sflo{ into trerch ceniering wiln lernporory wood tokes ord backfill with selec? boc[fi]|.
4. Remo/e temporory stokes ond Sq)d trench with \4€ler to promofe p{oper cornpoction.
5. Top oft reft:h wrlh sond orKJ f@loce scd.
6. Relurn field to plo/.
f{lftain srfl0{
ifiRoln=$IHD;r:r-r Fi Site \lhtcr Drainage Co*porite5- tsf
AVAILABLE ITTTTINGS
(J-DRain SWD-6)
6X6X6 T ( \)NNECTOR
TYPI(;AI, DR^INAGE
60 END CAP
LAYOUTS
l.
Ib
i-
I
TO O{'TLTT
SAND TN^hi
> PAIRWAYS -o^ LlwNs
l"z er.
RANDoM }ATTEtu\,i
HIGIIWAY ED(;E DRAINS
SLo?l:
T1 PTC L GRIbIRON PATTERN
dn ain i ttri -iz isuiu-io
BaCkr .t.
cnf,tNs
t,1lrl.vAYS
t"Awh's
TYTIC L IIU N.RIXCAONE FATTP.RN
/sw044 /$WD-36
TEC BOX.E.S
F^Inw^vS
L{TYXS cn!ars
ATHLITI(: PIgLDS
BACKFILL: Trrc normrl brcktilt marcriet is tha cxcavsted soit.
Prior to use, lt is highly rccomrnended thlt rhc backllll mrteriel bc
cvrluSted by r qurtificd gcot(rhrucll loits ht ontor]. Shorrl<l
hrckfi,ll matcrirl be unsuirrblg 6ca brckflU rcquircmeDts on
opp(}sitc prgc.
RAsEcouRsE .i
,anrb ta!
TYPICAI, HIGIIrvAy EDGE DRAIN DE1AIL Fl'rfIllGS: End-outs. Sidcouts rnd Spliccs
SYNTHE.I'IC FIT:I,D DRAINAGE I{IRAiN SWO-12
J'DRaio SWI)-f 2 [s r vcr1, cosr cflec-
li,c rltcrnrtivc to r grrvct fillcd trench
rirrl pipc dreiur6c iystcta. tr Gtiminatas
tbc crpcosive r:rcry.aion rnd grrvct
cqrO ls wcll |5 considcreblc ravingr
in l.bor. For rccommcndcd drrin
-11'rcing rnd design esrlrtrnc.r contrct
:o t n !r fz cto tcr.
- ,a.rh llr.!'
/ i.,L).1 / ,, , -t .. ! r' ,: I - /r t / /t t.. '':. /: ./:.- / .. / !. :
ryPICAI. SYNTITETIC TURF (-.ROSS SECNON
82/25/2gqr 73:17 50578795
ICAN
i{NlcAL
S, INC.
AMERICAN TECHNICI PAGE AI
7557 Elack Hswk Rd., PO, aox
140 Pine Nesdto O.tuo, Speerfieh, SO SZ7g3 . pr,ronc t6OSl eai-Aiir-; fr4"U-,r" gSg.gZsS
REPORT OF SHOTCRETE TESTING
Client:
Attn: Tom Bradskv
Date February 20. 2001
Placement Location Shotcrete - Soll Nall Wall. East gnO
Method of Placement: Shotcrete Nozzle
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TotalYards Placed: 10 cy
Gallons of Water Added: ,Unknown
Weather: Unknown
Procodlre: ASTM C 1{3 Stump ASTM C23l Air. ASIM C3
Copies to: BSG - Spearfish, Yenter
City of Deadwood
File
Time of
testS
Truck #Slump (")Air content %Conc Temp,
F"
# of cyl
cast
z
Specifications:
Remarks:
ATS Set Number 8094-SCl Date Cast: 1123101
Aqe tested 7 dav 28 day
Date tested 1t30t01 2120t0'l
Cylinder strength 4490 6540
Specified Strength 4000jsi/28 day
RICAN TECHNICAL SERVICES.
1-
82/L4/2AAI 18:33 PAGE 8T
INICAL
cES. rNC.
7557 Bl6ck HEwl Rd., PO. Box 558, Blcck Hcwk. SO 577'18€558 . Pnonc (8O5) 787-9303 . FA,\ (eos) 787-9515
1dO Plno Noodlc Orive, Sp.rrfish. SO 57783 . Phona (6O5) 642-2742 . Mobile 39Oi1788
REPORT OF GROUT/MORTAR TESTING
CIiENt: BY DEVELQPMENT INC. DATC. 2I14IO1
Address: 927 Main Street
Rapid Citv. SD'57701
Attn: Tom Bradsky
Project Name: Deadwood Hotel & Convention Center
Project No: _ ATS #98-8093_
Mortar/Grout Prepared By: Yenter
Producl ldent. & Spec. Section: Soil Nail Wall - Eaet Uooer End
Placement Location: Soil Nails
Method of Placement: - Pumo
Cubic Yards Placed
Weather: Cloudv. 35"
Field Technician: Justin Foster
Date Sampled:1117101
Set No: 98-8094-G1.
"GROUT. SET #1
TEST RESULTS
ASIMC Io9/AASHTO T 1og
Remarks:
585787e5t AI,IERICAN TECHNII
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Age Tested 3 DAY 7 DAY 28 DAY
Date Tested 1t20t01 1t24t01 2114101
Tost Strength 3190 4120 6240
Spec Strength 4000 Psl
Copies to: City of Dwd, Yenter, FILE
roject Manager
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APPENDIX C
DESIGN CALCULATIONS
| 1) Ground Nail Wall Calculations
2) Micropile Wall Calculations
SlProposals\200'1 Proposalst200l-70-737-
Eric Joss Crib Wall\GNW Revl.mcd
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Yenter Companies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-279-4458 Page 1of 9
Overview of Analysis - Service Load Design Method.
Step 1: ldentify Section for Analysis by Station
Step 2: Select dimensions and material properties.
Step 3: Define Controlling Group Load & Reduction Factors (SLD Method)
Step 4: Calculate Loading on Reinforced Shotcrete Facing
Step 5: Determine Flexural Strength on Reinforced Shotcrete
Step 6: Determine Punching Shear Strength of Reinforced Shotcrete
Step 7: Determine Yield Capacity of Ground Nail
Step 8: Determine Grout-Soil Bond Capacity of Ground Nail
Step 9: Provide Summary Table of Ultimate and Allowable Capacities
Step 10: Graph Allowable Distributed Resistance Along Ground Nail
Step 11: Check Upper Cantilever Section for Shear bnd Flexure
Step 12: Check Splice and Development Lengths for Reinforcement in Shotcrete
Step 13: Check Extemal StabiliV
Step 14: Perform Global Stability Analysis - SLOPEM (separate attachment)
Reterences:
1) FHWA, "Manual for Design and Construction Monitoring of Soil Nail Walls"
Report No. FHWA-SA-96-069, November 1996.
2) AASHTO, "Standard Specifications for Highway Bridges," 16th edition, 1996.
3) ACI Manual of Concrete Pratice - 2001 Buildino Code
1. Section for analysis:
- lbf
Maximum height cross section. psr := -fr-
2. Dimensions and material properties:
Soil/rock propertres:
$ := 37deg soil angle ofinternal fi'iction
c := 150psf soil cohesion
, ^^ lbf
7 := 120 -
soil unit weight
1
It
6 := 27.0.deg shotcrete/soil interface friction
Wall geometry (see figure 1):
Ho := 24ft height ofground nail wall
h. := 2.0.ft height ofupper cantilever section
i6 := 5.7deg angle ofthe face batter with the venical
B := 28deg angle ofbackslope with the horizontal
Figlre 1 C{dt1d Nalwdl Sdren€tlc
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Yenter Companies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-2794458 Page 2 of 9
Grib Wall Replacement
Reinforced shotcrete
th, := 6in
W,1 := 8in
A-., := 0.08inz
An.,1., := 0.08in2
Sn.,u := 4in
Sn,1., := 4in
f. := 4000psi
f1,yy := 60000'psi
Du6 := 0.5.in
nu6 := 0
D56 := 0.5.in
n56 := I
Ground nail properties
Qu := 25psi
D6 := I .27in
Dn := 3.25in
36 := 4.ft
Su := 4ft
L:= l9ft
fr:= 75000psi
in := 15.deg
Hvdrostatic loads:
thickness of shotcrete (minimum)
width of plate
area of wire in wire mesh (vertical direction) Two layers of 4x4 W4.0 x W4.0
area of wire in wire mesh (horizontal direction) Two layers of 4x4 W4.0 x W4.0
length of wire mesh opening (vertical direction)
length of wire mesh opening (horizontal direction)
compressive strength of shotcretc
tensile yield strength ofthe wire & facing rebar
diameter of the vertical reinforcement bar
number of vertical reinforcement bars (assumed discontinuous)
diameter ofthe horizontal reinforcement bar
number of horizontal reinforcement bars (assumed continuous)
ultimate pullout resistance (ground-grout bond)
diameter ofrebar used in ground nail
diameter of grout hole
horizontal spacing between nails
vertical spacing between nails
length ofnail
yield strength of nail
nai I inclination(horizontal)
Figuc 2 Sol Nail & Reirfoced gEtctde SdEndtc
height of water on shotcrete face (from bottom of wall)
unit weight of water
h. := 0.0 ft height of uniform surcharge
hw := 5.0.ft
tbf y* := 62.4.-
It
Surcharge load:
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Yenter Companies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-279-4458 Page 3 of 9
S:\Pro'posals\2001.Propos€ls\200'l -70-737- Grib Watl Replacement By: Fzietlow
Eric Joss Crib Wall\GNW Revl .mcd
3. Controlling group loads and reduction factors (Servi:a Load
Design method):
Reduction factors applied to ultimate strengths for facing, tensile yield of bar and
ground-grout bond. From Group I loading, Tables 4.4 & 4.5 pages 97 &99,
Reference l.
facing flexure aS:= 0.67 nail tensile strength cr1 := 0.55 ground-grout pullout on := 0.50
4. Facing load:
€ := 90deg ' 'D
Ku:=,in(e + 4)2
.in(o )2
h
sin(e -a)llr.
^-t
tl tt Ka=0288
Fp := 0.5
," '= ['
(ut; n*)t * v [(Ho - hw)'hw] * (' -'*) no''] *. . \ n*' pa =
2 Fp Pu'S6'Su
4lbf l.l x l0
-fi
'F -Ilo
tr = 7005 lbf earth pressure facing load
sin(0+6).sin(0-9
sin(e-o).sn(e+p)
S:\Pdposals\2001 P,ropos!'ls\2001-70-737- Crib Wall Replacement
Eric Joss Crib Wall\GNW Rev'1 .mcd Eric Joss Crib Wall\GNW Revl .mcd
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Yenter Companies, Inc.
20300 W. Hwy 72
Arvada. CO 80007
303-279-4458 Page 4 of 9
5. Flexure capacity of reinforced shotcrete (per Reference 1):
Cp:= I C5 := I
vertical flexure:
( D'u)2
Avb:= nvb.n.[, 2 J
Sh A.u
Ay5:=
-
+ Au5
5mh
er,r.(.,u /th. Au..fruv )mnv:=
-'---------:
l- - |56 (2 l.7.t.sh/
Avb = 0 in2
Aus = 0'96 in2
vertical bar area
total vertical steel area
mnv = 3.388 - 103
f'*bf negative moment
n,o,,.-
(A', - \"u) f'uy.[ th, (nu. - nuu n.,u) furl n.'o,,=:.rsgx to3tur.l positive moment 56 lZ 1.7.f..S5 I ' fr (disconrinuous rebar)
. ./ash\TyFF:= Cp.(mnu * rnp.').|
"- | TyAF:= TvFF.df
\.v ./
TVFF = 54212lbf vertical flexure capacity
horizontal flexure:
/ ^ 12 luhbl e6g:= n6g.n.l . I \z,/
Sr" Anrh A5.:=- + A1,g
vrllv
A5..(,,u (th. An. fo," )m.,:=-.1 -- I ' sv [2 l.7fcsv,
. , ( a's")THFF'=cp.(mu+-dIU J rHeF:=THrr"cf
THpn = 64465 lbf horizontal flexure capacity
Ahb = o.2in2
Ah. = l'2in2
horizontal bar area
total horizontal steel area
. ^l ft.lbf negative moment equals the
mv = 4'029 x |0-
-
oolitive moment (continuous tt r""'"
rebar)
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S:\Probosals\200 1 Prooosals\2001 -70-737-
Eric Joss Crib Wall\GNW Revl.mcd
Crib Wall Replacement By; BZietlow
Yenter Companies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-279-4458 Page 5 of 9
6. Punching shear capacity of reinforced shotcrete (Reference 1):
Dc := WD + ths Dc = I .167 ft MPa := 1000000.
newton
2
VX:=4
Ui
f.. I psi.n.D..th, VN = 6.670x l04lbf
/ o" + ttr.\2
e.:= | il----l | .r, Ac- 3t4.2in2 -\ 2 )
/ n \2 or,=lTl^ A*-8.2e6in2 " \2/
'rr' [C..(n" - n")l TAp:= TFp.of l-t-'--l
L sv.sh - As J
Tpp = t1022rcf punching shear capacity
7. Ground nailyield capacity (Reference 1):
/ l)r,\2
1'gy := fr. | - | n T4y := Tgy al '\t )
ruy = 95008 lbf tensile yield capacity
8. Grout-soil bond capacity of the ground nails (Reference 1):
T96 := Qu.Dr.a T46 := T1;6 cr*
lbf Tg6 = 3063 | grout-soil bond capacity per length of ground nail
tt
9. Summary of ultimate and allowable capacities:
tr.= 7005lbf earth pressure loading on facing
Ultimate Capacity Reduction Factors Allowable Capacity
Flexure (vertical) Tvpr = 5 x lo4lbf cf = 0.67 TveF = l6322lbf
Ffexure (horizontal) Tspp = 6 " lO4lbf qf = 0.67 Tne,F = 4flg2lbf
PunchingShear Trp=8r. lOalbf qf =0.67 Tep=51605 lbf
Tensile Yield Tuv = 95008 lbf q,1 = Q.JJ Tey = 52254 lbf
Grout-Soil Bond ru6 = 3063 l{ ae = 0.s0 ra6 = l s32 U
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Yenter Companies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-279-4458 Page 6 of 9
S:\Prdposals\2o01.PropoFlst2O01-70-737- Crib Wall Replacement By: Bzi€tlow
Eric Joss Crib Wall\GNW Revl.mcd
E
10. Graph of the Allowable Strength Distribution along Soil Nails to
facilitate lnput for Global Stability Analysis (separate calculation):
50
40
Yield
:....)< {tl a raceloao
20
---Jc-..---*\\\
l0
0 0 5 l0 15 20
TY, TY, TY, y
feet
Graph ofthe Allowable Strongth Distributlon to facilitate Global Stabllity Analysis. Earth Pressure Facing Load,
Allowable Nail Yield and Minlmum Allowable Facing Resistance are plotted tor information only.
fzr ole)
| 2e.0e9 |n=lrr.onn
I tt \0 )
r oo )10.0 1 v=l lft '
I oo
I \ 19.0/
tabukued resktance distribution per nail (must divide
by horizontal spacing before inputing into global
stability program
nail length
Liround Natt wa uatcutattoft
S:\Proposals\200'l Proposals\2001 -70-737-
Eric Joss Crib Wall\GNW Revl,mcd Crib Wall Replacement I
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Yenter Companies, Inc.
20300 W. Hwv 72
Arvada, CO 60007
303-279-4458 Page 7 of 9
11 . Upper cantilever section:
Shear: K".Y.h.2
vcl=tbf v^ = 69.1 -TT
thf V.. = 4554:
tt
thf V=3051:
ft
Flexure:lbf.fi mc=46-
ft
Ats - Avb
Asv '=
-
,.ns..nD
Ash :=
.2
Asv = 0.24 I-
ft
.2
Ash = 0.24 L
fr
Minimum Area of Steel Required per foot of wall
Actual Area of Steel frorn WWF vertical
Actual Area of Steel from WWF horizontal
Minimum cover requirements (ACl 318 Section 7.7 Concrete Protection for Reinforcement):
The reinforcement steel in the shotcrete will have a minimum shotcrete cover of 3 in. which
meets or exceeds the ACI requirements.
Splice requirements for welded wire mesh (ACl 318 Section 12.15 Splices of Deformed Bars and
Deformed Wire in Tension):
Section 8.30 of AASHTO (Reference 2) requires that the splice length between
outermost crosswires must equal or exceed lhe greater of (2Smh + 2 in), 1.S'Ldb
or 6 in. Ldb is computed from AASHTO Equation 8-68:
f .wv
L66 := 0.27.An.,1.,
smh J rc'Psl
Therefore, provide a 8 in. splice for the wire mesh
th"
-
Vn, := 2. -
./ f". | .psi
V:= cr f .Vns
Because V>vc, the design for shear is adequate
h c'vc mc := ----------;---T
3 co{i6)
An.:= Fo.Rt.th..l2.I nn, = 0.2f 6{-tt-tt
Because mnv>mc, the design for flexure is adequate
12. Reinforced shotcrete reinforcement:
Minimum reinforcement ratio (ACl 318 Section 7.12 Shrinkage and Temperature Reinforcement):
For Temoerature
Rt:= 0.0018 minimum ratio of steel reinforcement area to gross concerete area (for Grade 60 steel)
Fn := 1.67 Factor to Increase Gross Concrete Area due to Uneveness in Cut Line
Shear load on section
One way unit shear strength of
reinforced shotcrete section
Allowable one way shear strength
lhf . fr
mn., = JJ 66
-
tt
S:\Probosals\2001 Prooosals\2OO'l -70-737-
Eric Joss Crib Wall\GNW Revl .mcd
Crib Wall Replacemenr I
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Yenter Companies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-279-4458 Page 8 of9
13. External stability (eccentricity, overturning and bearing capacity):
Bearing capacity factors: (from page 50 of Reference 2)
N-'=,"n(+5.d"o * s )2..n'r'nt4)' \ - 2)
N. := (No - t).cod4)
Nq=429
Nc = 55'6
Nv = 66'2
(after Reissner, 192 4)
(after Prantl, 192 l)
(after Vesic, 197 3)N, := z-(No + t ).tan(g)
Note: Because all the ground nail walls are longer than 5 tlmes lhe width (23 meters), the original, ultimate bearing
capacity equatlon derived for the plane straln condition (continuous footing) is appropriate. Adjustment factors for footing
shape, load inclination and slope are not required.
| ---l'--1 1t-I l-fn /ll3--<Fh L11
,--xm-j ngre O. Cdolde trp !\eigtt ad ntrrErt arrs (ftorn toe
I of udl) fq ffe se\ren docr<s confridrg tfE tdrforced
gdvity' udl ad the fnrid*d earh Fr€s$e for
tE od€nd S*ility cdoldiots.
Xl := (L - tS0.nrm).cos(in)Xl = 17.877ft
X2 = 20.062ft
Xm = l8.97ft
X2 := Xl + (Ho - tr.).sin(i6)SeeFioures5&6above.
Xl +X2 Xm:=
E
Hm := Ho + (xm - Ho.tan(i6)).tan(B)Hm = 32.813ft
-t
(y -r*) , zl..+ _.nw |.l(a +)l ,n = ['
r "- n*l' + y.[(Hm - hw).hw]
Yw ')_.hw-
2
Ph=1.9 * toa E
ft
Hm -3
F'gu€ 5 Esladish'rE tfle bas€ widlh (footir€) ard I venical bacr(\,!all (horizodal e?.h Dressue) o{ tr|e I
reinfo.ced'graw 'rallfo. odemd statility cab-latio.6 i
Y = 10.9 ft
Eiti'r.jJ".SFfff,%rPrfrWs€rs9001
t0-737- crib wall Replacement I
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Yenter Comoanies, Inc.
20300 W. Hwy 72
Arvada, CO 80007
303-279-4458 Page 9 of 9
Mresist:= Wl.mal + W2.ma2 + W3 ma3
Mresist = e.lrr " to5 tUt.!
ft
Movert:= Ph.y Movert = 2.095 " lO5
lblft
W]':= Wl + W2 + W3
wr=s.ees' lo4.M
ft
Mresist - Movert
Resisting moment
Overturning moment
Total weight of "gravity" wall
X0:=wl
Br:= 2.X0 Br = l4.l ft
xo = 7.068ft ",=
Xt - *o
2
Reduced footing width
e = 2.417 ft
WT qmax :=
-
qmax = 29.4 psi Bearing pressure from gravity wall
q := 0.psi neglect embedment term
qult:= c.N. + 0.5.(f - y.v).8r.N.,, + q'No qult = 245.1psi Ultimate bearing capacity
Xm e'=- -,(u - 2 e = 2'4ft Eccontricity check for overturning
X6 ,= X- (e should be l€ss than or equal to x6)
6 X6 = 3.2ft
oult
FS6" := :- Factor of safely for bearing capacity qmax FS6" = $.3 (should be greiter than 2.5)
Mresist
FS.,, :=
-
FSo, = 3 Factor of safety for overturning
Moven -' (should be greater than 2.0)
(r)
'r) /.-\co -.J o(D @n\
F- i-/Rcl 19();^::v .tr)(/)
6/1
!'-o(U
Lof
6N ql 'c
i(T
lr)
>E
>E j?#
JLa (J; (.' - C o5:H =';..2- o
EEiEi t
33# Eu F r^-€ r-,. at o o c o -c.g o(/)f ()(Lo-
b
O6 '=:;U E ,(I,E&' g
O:J _(tr 0 E= oR bE
sffsFF hi'- UtC
s.>Y o )l ;j :t +9t.9
bg c E>,^.o EbER.EY
=
E)o 9c
r E,eEEl O(J lL J<(L
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o.rlo.rlo.oo..,o-o-o-(Otr)IaJSS(OaONNr-
(lael) OZ t.g+ uorle^olj
S:\Proposals\200 1 Proposals\2001 -70-
737 -Etic Joss Crib Wall\MP calcs 14ft.mcd
1467 Greenhill Court
Vail, Colorado
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Yenter Companies, Inc.
20300 W. HighwaY 72
Arvada, CO 80007
303-279-4458
Page 1 of 2
Exposed wall height -
Pile length -
Depth of penetration -
H:= 13.5.ft
Hsol:= 25.ft
D:= Htot - H D= ll.5ft
Retained soil cohesion - c := I 50.psf
Frontslope angle - ct := 0.deg
FSo := 1.5
" lbf ^ lbf psr := - pcr := -ftz f'rl
Soil unit weight - y := l20.pcf Retained soil friction angle - 0 := 37.deg
Backslope angle -B := 0.deg
Factor of safety against passive failure -
Factored passive friction angle -
Earth pressure, Rankine -
p. 35
o,'= "*(#) ,, =267de'
active -xu:= cos{B)..o'(p) -Ka = 0'2
"o'(p) +
p. 14
ro := cos(cr).
.or{o) *
passrve -Kp=z6
.or(o ) -
External moment (penetration depth check)-
vertical stress at bottom of pile, active - o'a:= (H + D).y ova = 3000psf
vertical stress at bottom of pile, passive - ou':= D y 6vp = l380psf
horizontal stress at bottom of pile, active - o6u:= Ku'ou3 oha = 746psf
horizontal stress at bottom of pile, passive - ohp := Kp'oyp ohp = 3628 psf
total active force -ru,= 1.1H + D).o6u Fa = 9322.!!! per running ft of wall
active force acts at - ,u,= 1.1H * o;ya = 8.3 ft above bottom of Pile
total passive force - no:= 1.D.o6o Fp = z63ez.!!l per running ft of wall
passive force acts at - Vp:= ].O
3
yo = 3.8 ft above bottom of Pile
sum of moments around bottom of pile - Mg := Fa'ya - Fp Yp MU = -2290lbf (ft"lbf/running ft)
Mt should be near 0 or negative, if positive' increase D
"or(B)2 - .or{O)2
.o.(o)2 - .or(4
r t2 r,1,2 cos\d, - cos\9 p/
S:\Proposals\2001 Proposals\2OO1-70-1467 Greenhill Court
Vail. Colorado 737-Eric Joss Crib Wall\MP calcs 14ft.mcd
Yenter Companies, Inc.
20300 W. Highway 72
Arvada, CO 80007
303-279-4458
Page 2 oI 2
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lr ,l
lntemal moment -
trial depth to zero shear - zu := l9.5.fr
pointof zero shear- v,=(!.'"2.x^r)- I (r" - H)z.rc'.r u = -r.rzo$\2 ) 2' ft
maximum moment in pile - r.lo,= |.[""3'ru - (", - n)3.rl.r.t Mp = 2.sst * l04ft.lbf
(ft'lbf/running ft)
Moment capacity of pile - pile moment of inertia:
pile reinforcement - S3x5.7 in strong direction
pile area - A := l.67.inz
pile width - b6:= 2.33.in
pile offset from CL - d := 4.in
pile moment of inertia - I := 2.52.in4
staggered pile moment of inertia - Is := I + d2.A ls = 29.24 in4
Pile section modulus - S := l.68.inl
pile yield stress - f, := 50000.psi
pile yield reduction - y. := 0.55
moment capacity - Mc ,=
A vt;ft It
Mc = 6.66t * t 04 ft lbf
Bending factor of safety in Pile -
pile spacing - s6 := I .ft
M"
FS6 := ------!- FS6 = 2.61t FSb should be greater than 1'0
sh " .M^
I .fi Y
S:\Proposals\200 1 Proposals\2001 -20 1467 Greenhill Court
Vail. Colorado 737 -Eric Joss Crib Wall\Mp calcs Bft.mcd
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Yenter Companies, Inc.
20300 W. Highway 72
Arvada, CO 80007
303-279-4458
Page 'l oI 2
Exposed wall height -
Pile lenpth -
Depth of penelration -
H:= 8.1-ft
H1o1 := l5.ft
D:= Htot - H
Retained soil friction angle - O := 37.deg
Backslope angle -p := 0.deg
Factor of safety against passive failure -
Factored passive friction angle -
Earth pressure, Rankine -
active -xu := cos( p).
passive - Kp := cos(o).
total active force -
D = 6.9ft
Retained soil cohesion - c := l50.psf
Frontslope angle - o := o.deg
FSO := 1.5
/ t"n(o) \qo:= atan[lf ) rr=26.7des
Ka = 0'2
Kp = 2'6
,u'=l1u*o1
r" = 3356J!! per running ft ofwatl
p. 35
p. 14
Ya=5ft above bottom of oile active force acts at -
total passive force - Fo,= 1.D.o6o 2"(F., = z5lo lbf per runnang ft of wall
I
vo := -'D yn = 2.3 ft above bottom of pile 3 "Y
sum of moments around bottom of pile - M6:= Fu.yu - Fp.yp Mb = -495 lbf (ft-lbf/running ft)
Mt should be near 0 or negative, if positive, increase D
passive force acts at -
"or(o) +
"or(o) -
External moment (penetration depth check)-
vertical stress at bottom of pile, active - ova := (H + D).f ova = l gOOpsf
vertacal stress at bottom of pile, passive - ovp := D.I oup = g2g psf
horizontal stress at bottom of pile, active - o6":= Ku.ou" oha = 447 psf
horizontal stress at bottom of pile, passive - ohp:= KO.ouO ohp = 2l77psf
Fu '=
1.1H + D).c1.
^ tbf _ tbf psr := - pct := -.2 1 ft- fi-
Soil unit weight - y :- l20.ocf
!9s(B) - J.o,(p)' - .or(O)2
.o,(p)*t*Gf-;F
"or(.,)2 - .or(4
"or{o)2 - .or{oo)t
silro6o$rruool Proposats\2001-7ol 1467 Greenhill Court
Vail. Colorado 737-Eric Joss Crib Wall\MP calcs 8ft.mcd
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Internal moment -
trial depth to zero shear - z, := ll.7.ft
pointof zeroshear- u,=(!."u'.*ur)- i C" - u)2.ro.r v= -2.70e.!!! berowtoe )z
maximum moment in pite - l,,ro,= 1.[r,'.r u- (ru -H)3.x0].r.n Mp = 5.50s x r03 ft.lbf ' 6.
(ft.lbf/running ft)
Moment capacity of pile - pile moment of inenta:
+:;
pile reinforcement - S3x5.7 in strong direction
pile area - A := 1.67.in2
pile width - b; := 2.33.in
pile offset from CL - d := 4.in
pile moment of inertia - I := 2.52-in4
staggered pile moment of inertia - Is := I + d2.A Is = 29.24 in4
pile section modulus - S := 1.68.in3
pile yield stress - fr:= 50000'psi
pile yield reduction - y, := 0.55
moment capacity - Mc '=
A yt_ft't'
Mc = 6.661 " lg4ft.lbf
S
Bending factor of safety in pile -
pile spacing - s6:= 3.ft
M.
FS6 :=
-;-
FS6 = 4 93 .h.,,^
I.ft Y
Yenter Companies, Inc.
20300 W. Highway 72
Arvada, CO 80007
303-279-4458
Page 2 of 2
rowN'or.vall F,RE orro*rru*, O vArL F.RE DE'ARTMENT
r\ t _1 S-._V o **i:;t'
U,.a.. tO t 75 S. FRONTACEROAD
VAIL, CO 8I657
970-479-2135
NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
I467 GREENHILL CT VAIL
I467 GREENHILL CRT EAST UNIT
permit #: AO2_0027 g6i -Cc'5 3
Bol.-(;J3A yy61-Ct'l 3
Status...: ISSUED pt -ce4\
Applied. . : 05/1612002
Issued. . : 05/30/2002
tsxpires . .: ll/26/2002
Phone: 97O-945-2L52
Parcel No...: 210312403046
ProjectNo : p{{J:Or, -d)q3
CONTRACTOR APEX SECURITY GROUP
1429 GRAND AVENTIE, SUITE
GLENWOOD SPRINGS, CO
81601
I-,icense: 424-S
APPIJICANT APEX SECT'RITY GROUP
1429 GRAND AVENTIE, SUITE
GI.,ENWOOD SPRINGS, CO
81601
os/1-6/2o02
D
os/1-6/2002
D
Phone: 97O-945-2L52
OhINER
I-,icense : 424-S
coHEN, RTCHARD W. & DIANNE H05/L5/2OO2 Phone:
2950 RIVERMEADE DR
ATI.ANTA GA
30327
License:
Desciption: REPLACE EXISTING DEVICES,ADDING NEW DEVICES TO ADDITION AND
GARAGE
Valuation: 53.227.40
+ + + * +,tt + t t t,l:r*,r,* l
Electrical------>
DRB |ee------->
Investigation-->
will ca -->
TOTAL FI]ES->
s?2.00
$0.00
s0 - 00
93.00
$?5.00
Total Calculated Fees-->
Additional I
jees------>
Total Permit Fec---->
Payments--------------;'
BALANCE I)UE-.----.>
$?s.00
90.00
s7s.00
9?5. O0
$0.00
Approvals:Ifem: 05500 FfRE DEPARTMENf
05/2L/2oo2 mvaughan Action: DN incomplete submittal . reflected ceiling pI.
device locations required.
o5/3o/2oo2 mvaughan Action: AP see notes
r * *:l **:ti l 't * + + l + l l
CONDITIONS OF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with'all
'lbwn ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE
o
TWENTY .FOUR HOTIRS IN FROM 8:00 AM - 5 PM.
CONTRACTOR FOR HIMSELF AND OWNEF
++*l' al'* aat *ta***+aa + af * *** ttl' ** '3'f* f a+ + **+ *ir*'i +**l' ++++* + | * a** | **** lf+ta * *t att++tf +++ + +**a **l *
TOWNOFVAIL, COLORADO Stat€m€nt **+lfta++lt+r+**t+*++arr***l aa **+lf+++l* ta**ra**lrrt++aa +lt +**aa*li++**r't *****al ++****aaaaa t
statement Number: R000002488 Arnourlt: $75.00 05/30/2oo2L2:41 pM
Palment, Method: Check fnit: IJC
Notation: #3788/Apex
Security
Permit No: A02-0027 TyE,e: ALARITI PBRUfT
Parce1 No: 210312403046
Sl-t,e Addresa: 1457 GREENHIIJL, ef VAIIJ
Location: 1457 GREENHILL CRT EAST T'NIT
Total FeeE! 575.00
ThiE Palment: $75.00 Total ALL PrntsE: $75.00
Balance: $0.00
itl*aatafa**fta*a+*++f + a+ll* f* aai'l't+++**+atalaa*a**+++ **a*a**ll++ '}a*f* *t+*aa+fa *:ta *t r*a* *+++
ACCOTJNT ITEM LIST:
Account Code Description Current Pmts
EP OO1OOOO31114OO TEMPOMRY PO.IER PERMITS
I.JC OO1OOOO31128OO WILL CALL INSPECTION FEE
72.00
3.00
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
e70479-2138
o DEpARrMENroFCoMMU*tt"u*opMENr
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
ADD/ALTSFR BLIILD PERMIT Permit #: 802-0030
fob Address: 1457 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1467 GREEN HILL COURT UNIT # B Applied . . : 03/79/2002
Parcel No...: 210312403046 Issued. .. : 04/07/2002
ProjectNo : (ft-S1Z -OoL(j Expires...: 09/28/2002
APPIJICANT WOODSTONE HOMES, INC. 03/L9/2OO2 Phone: 970-845-9698
P.O. BOX 3939
vArL, co
81658
License: 148-A
owNER COHEN, RICIIARD w. & DIANNE Id03/t9/20O2 phone:
2950 RIVERMEADE DR
ATI.ANTA GA
30327
License:
CoNTRACTOR WOODSTONE HOMES, INC. 03/!9/2OO2 Phone: 97O-84s-969A
P.O. BOX 3939
VA]L, CO
8165I
License: 148-A
Description:
ADD SEDROOM AND BATHROOM
Occupancy: R3 Single Family Residence
Type Construction:V N Type V Non-Rated
Valuation: $75,000.00 Add Sq Ft 300
# of Gas Appliances: 0 # of Gas Logs; 0 # of
S0. 00 pavmenls--_-_> 5I,242 -75
Fireolace Information: Restricted; Y
Wood Pellet
Building---> $515 . 0 0 Restuarant Plan Review-->So. oo Total Calculated Fees-> SL,242 -'15
Plan Check--> 9399. ?5 DRB Fee---> So. oo Additional Fees-..-__> S0.00
Investigation-> $O . OO Recleation Fee------> $225 . 00 Total Permit Fee--> 51'242 .'15
will call->93 . 00 Clean-up Deposit--->
Approvals:I€erm: 05100 BUILDING DEPARTMENT
03/26/2002 trRM Action: AP
ICem: 05400 PLANNING DEPARTMEMr
03/26/2002 J?e. Action: AP
Item: 05500 FIRE DEPARTMENT
Item: 05500 PI]BLfC WORKS
TOTAL FEF-+---> 5r,242.75 BALANCE DUE---->s0.00
See fage.2 6t uris Document for *ionaitio* that may apply to * o*,
DECLARATIONS
I hereby acknowledge that I have read this applicatiory filled out in full the inforrration required completed an
accurate plot plan, and state that dl the infonnation as required is correct. I agree to comply with the infor:mation and
plot plan, to conply with all Town ordinances and state liaws, and to build this structue according to the towns zonin5
and zubdivision codes, design review approved Uniforrr Building Code and other ordinances of the Town applicable
thereto.
REQLJESISFOR INSPECflON SttALL BE MADETWENTY-FOUR HOURS IN ADVANCE BYTELEPHONE AT47lA38OR ATOLJR OF'FICE FROM 8:(x)AM - 5
PM.
Send Clean-up Depcit To: N/A
CONTRACTOR FOR HIMSETP AND OWNEF
PAGE2
Perrrit #: 8024030
CONDITIONS OF APPROVAL
as of (X-01-2002 Status: ISSLJED
PerrritType: ADD/ALTSFRBULDPERMIT Applied: 03/79/2m2
Applicant WOODSTONEHOMES,INC. Issued: M/m/20[2 970-UU9698 ToExpire: 09/28/2002
Job Address: 11157 GREENHILL CT VAIL
Location: 14[67 GREEN HILL COLIRT UNIT # B ' ParcelNo: 2703724O3046
Description:
ADD BEDROOM AND BATHROOM
ffi *!r***l*****ffi**'ffi***ffiffi Conditions
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TOCHECKFORCODE
COMPUANCE.
Cond:15
(BLDG.): SMOKE DETECTORSARE REQUIRED INALL BEDROOIvIS AND
EVERY STORY AS PER SEC.310.6.1 OF THE 7997 UBC.
++ +a* * ***'|'|l t *i t | **** * t** l+++** +++ ** aa*** | *tar *'t {' ** + *'t '}*+*++ *t* * ** a ** l a aa *** * * *+ ++ + ++++ ++ +* +
TOWNOFVAIL, COLORADO Stat mmt
+ ++ a++ ***a+a **a*t **** + **f f+ +++ +taa+**t+*a' {tttaa'tl tftflr*f*++++*** **aa*a a a +r *+r***+t+ +a++a * '}*a'}Statenent lfunber: R000002091 Anrount: iL,242.75 04/OL/200210:28 AItl
Payment Method: check Init: LC
Notation: #1o732/vloodatone Homes
PETMIt NO: BO2-OO3O '.,B/I)E: ADD,/AIJT SFR BUILD PERMIT
Parcel No: 2IO3L24O3O46
SitsE AddTEEE: 1457 GREENHILT ET \TAIIJ
I,OCAtiON: 1467 GR^EEN HILI, COI'RT T'NIT # B
Total Feeas St,242 -75
This Palment: SL,242.75 total AL,L Etnt8: $L,242.75
Balance: $0. o0
* * +l + + ++*++* * +*'| | * **a * I * | *t **** a + f* a f* * ** a+*t* a*+ l+ *+ | fl *a+ * * *t t ** * +* ** **++ + + t****a r*a+** * *a
ACCOI,JNTITEM LIST:
Account Code Descriotion Current Pmts
BP OO1OOOO31111OO BUILDING PER}IIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATION FEES
t.JC OO1OOOO31128OO bJILL CALL INSPECTION FEE
615. 00
399.75
225.00
3.00
APPLTCATION s
mwTtuvutnll
75 S. Frontage Rd.
Vail, Colorado 81657
lZ{rttighfffnffi
CONTRACTOR INFORMATION
Contact and Phone #'s:
E q///*
ToTAL:$ 7tr,n0
Parcef # 2/0ZI24Cj0//b
(application will not be accepted without parcel
Job Name:
/-,
Address: /Q63 4/rtt,Phone: 4 7n _)62
Detailed description of work: AU ggl,Kld/l ,.*"/ B/TWnA//'/
WorkClass: New() AdditionlX) Remodel( ) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No (X)Work Type: Interior (n) Exterior ( ) Both ( )
Type of Bldg.: Single-family ( ) Two-family $) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
of Fireplaces Existinq: Gas GasLoos( ) Wood/Pellet( ) Wood
let ( ) Wood Burnino (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) No (Does a Fire Alarm Exist: Yes ( ) No ( )
COMPLETE VALUATIONS FOR BUI ING PERMIT Labor & Materials
For ParceI # Contact
Fees:
DRB
F:/everyone/forms/bldgperm
Assessots Office
************************************************************************FOR
\"\\@
T0l{'N 0r l"4lt
'*$ .
Questions? Call the Building Team at 479-2325
Depaftment of Community Development
Project Name: ft 'q E n' f?F4 '
/ This Checklist must be omoleted before a Buildina Permit appliation is
acepted.
o All pages of application is complete
{ Has DRB approval obtained (if required) Provide a copy of approval form
I Condominium Association letter of approval attached if project is a Multi-Family complex
D Complete site plan submitted
D Public Way Permit application included if applicable (refer to Public Works checklist)
D Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaqe
allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 seG of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on olans
-Types
and quantity of fireplaces shown
Date of submittal:
ty
w"
u
a
@
o
{
D
a
F:/everyone/forms/bldperm2
Received By:
t$
/fuJ'r..)s/./
NntfrvnY
HOW DIDWE RATE WITH YOU?
Town of Vail Survey
Gommunity Development Departnent Russell Fonest Director,
(970) 479-213e
Check all that applies.
1. Which Deparfnent(s) did you contacl?
Building I Environmental_ Housing_ Admin
Planning _DRB PEC
Was your initial contact wilh our staff immediate v slow
no one available ?
0r
4. Was your project revietred on a limely basisZ @ m
file a DRB app_ PEC app
if no, why no?
Was this your first time to
Bldg Permit Vf) fUA
6. PJqase rate the performance of tre staff person who assisted you:
(r) 1 3 21 Name:
(knowledge; responsiveness, availability)
7. Overall effectiveness of tlre Front Service Counter. (5-' 4 3 2
8. What is the best lime of day for you to use tre Front Service
Counter? n/t zt4v -
9. Any comments you have which would allow us to beter serve you
nexttime?
Thank you for taking the time to complete this survey. We are
commited b improving our service.
lf you were lequired to wait, how long was it before you were
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
D
o
o
D
D
o
Is this a new residence? YES
Is any utility work needed?
Is the driveway being repaved?
NO-A -
Does demolition work being performed require the. yse of the Right-of-Way, easements or
public property? YES- NO-A_
YES NO X
Is a different access needed to the site other than the existing driveway? YES_ NO_A_
Is any drainage work being done that affects the Right-of-Way, easements, or public property?
YES_ NO__x_
YES NOX
Is a "Revocable Right-of-Way Permit" required? YES NOX
Is the Right-of-Way,easements or public property to be used for staging, parking or fencing?YES NO X
If answer is NO, is a parking, staging or fencing plan required by Public Works?
YES NOk
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
bl^fr'2fl rfIrur H0MFa /tr.,
Job or Project Name:
Date Signed:3//'//r3
F:/everyone/forms/bldperm4
Company Name
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Buildina Permit Application,
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
NOTEr The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal,
nderstand the above.z=
Date Signed Signature
F :/everyone/forms/bldperm5
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projecls may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:Jn//il a LtuerrE
Project Name:
-/ ./Date: <//V/fr 2
Print name
F :everyone/forms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
o
PW#,r[-DIlI
Parcer#:I I I n - I I I - [ I - I n I
Brds.Permit#'E ! !'I.,n I I
1.Job Name Street Address nnn_n (ttunknowncall I rL.Jl i I | 479-2138 ext.0)2
Excavating Contractor Name Mailing Address TOV Contractois License Number REOUIRED
Phone #7ip City
5.
4.
Starl Date
Work is for (circla one)
Completion Date
Water Sewer Gas Electric
(Permit Expiration Oate)
Telephone CATV Landscaping Temp. Site Access
Other
5.Trench-width
(min.4')
Bond Amount $
6, ALL MATERIAL, EQUIPMENT, AND TFIAFFIC
JOB IS STARTED.
7.Rubber out-riggers are required on
Asohalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
ST BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
Total SF $
Totat LF $
Permit Fee Total Permit Fee $
L
Public Service Natural Gas Group (1-800-922-1587)
Public Service Company (1
U.S. West (1 -800-922-1 987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, eK. 114)
Holy Cross Electric Company (1-800-922-1987)
Town ot Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town of Vail Public Works Construction Inspector (970-479'2198)
9. THEBE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Pub|icWorksDepartmentpriortoissuanceofthepermit'
'| 0. All excavation must be done by hand within 18" of utilities - (Senate Bill 1 72)'
1'l . Permittee must contact Public Works D€partment at 479-2198 24 hours plior to commencino ol work. Failure to notity
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractor's Signature of Agreemenl Print name clearly
ATTACH PLAN OF WORK, INCLUDING CONSTFUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT'
Date of Signature
Whit€ - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT TNSPECTIONS ARE REQUIRED By PUBLTC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Depadment will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Depaftment will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftiflcate of Occupancy issuance.
Agreed to by: jq /t,' ( L///r?7/f F
Print Name
Project Name:
Date Signed:
tnHF , tG'.
F:/everyone/forms/bldperm6
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
Unlavvful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks/ mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereot or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
Summons and Penaltyr As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
D Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
a No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) I 1)
D Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge, (Ord. 2(1968) g 3: Ord, 28(1981) 5 1)
I have read and will comply with the above code provisions: )C/t, 0-117/7TE
Signature
Position or Relationship to Project:
t/
Date Signed: I ' ;' ",
F :/everyone/fornrs/bldpernrT
PJirt Name
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Torvn of Vail
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PO Box 3340 . Vail, colorado 81658 o pho ne: 9?0-4?6-2201 r Fax: g?0-426-24g1
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TOWN
Project Name: Cohen Interior Conversion
Project Description:
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, C-olorado 81657
tel: 970.479.2L39 fax: 970.479,2452
web: www.ci.vail.co.us
DRB Number: DR8020054
03 / 13 I 2002 Phone: 47 6-2201
Convert existing B' high crawlspace into bedroom & bath with addition of egress windows
Pafticipants:
OWNER COHEN, RICHARD W. & DIANNE H03/13/2002 phone:
2950 RIVERMEADE DR
ATLANTA GA
30327
License:
APPLICANT Pam Hopkins
Snowdon & Hopkins Architects
Box 3340
Vail. CO
Pam@snowdonhopkins.com 81658
License:
Project Address: 1467 GREENHILL CT VAIL Locataon:
Legal Description: Lot: 10 Block: Subdivision: GLEN LYON SUB.
Parcel Number: 210312403046
Comments:
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 03/13/2002
Cond; B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building.
Town of Vail Building personnel prior to construction activities.
t1frffil+ i002
Tov'coy'DEv'
Planner: JudyRodriguez DRB Fee Paid:
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r Fox, INc. DITaD 2-26-81, lfaxlnui lolls b.arlng capacltY of
2o0o prf nnd €qulval.nt fluld pr€EBura of 50 Pcf to b. vcrllled
by r !otl. €ngln.er at tl.a of excav6tlon. In.tallatlon of p.rl!|eter draln 6nd .lt. trrtgrtloh to conforn rlth 60tl6
r.poit by angln.ar, ft.ld te.t draln. befor. backflllIng. Alr
foollng! ar€ to b.!r [pon netural undl.lurb€d 60ll or conpac!.d
.tructurrl flll 6t tpprov.d by th. .o11. engln.er. subtnlt copy
of report to chglhaor.
Al.l tound.tton around p€rlrcter of ltructura ahall hlv€ rlnhiutr
fro6t protactlon of a8' to bottor o! footlng. AII foundation
tall. .nd d6lunn. to b. c.nt!r!d on conor.te footlng. unl€68
.hovn oth€rwlag on pltn..
lll cr6t lD placa concr€to nust be tad€ vlth Portfrnd ceh€nt
rnd lttrln rlnlnur cotpr.!.lve strangth of Sooo psl aft.r 28
day.. D.rlgn b!!.d upon BUrI-DrNC CODa REQUTREHB TS POR
RtINFoRcBD coNcRETl (lcl 3f8), 1995. concr.to pllc.n€nt tc
conlorr rlth 'con.tructlon R.qult. .nt.n a. dallnad ln Arncrlcrn
conoret. Inrlltut. cod€ he'|tloncd abov€, lIl concrats slabs
on grada ru.t be provld.d control iolnts (.oored or cut) ln
accordanc. ylth .otr! r€port, All .xpoE€d edged of concrege
.hrll hrvs l/2n chlrpf.r. concrate York .h411 not h.1ve any
borizont.l cold tolnt6 un16.. .uthorlted by the gtructural
englneer. Fleld coordlnrt6 all vertlcrl cotd Jolnts t..ith
3tructu16I €ng lne.r.R.lhforclng at..l l3 AsTx crad€ 40. All ralded wlre fabri.c
ru.t confor. elth Aa'r J|l85. Rclntorcer.nt placetrene .haI1
conforr vltb II NUAL ot ST IIDARD PRAeIICA, 1997 !s preParod lry
cRsI. All l.p .pllcea to b! .lnl.un !6 ltrr dlan€te!3, a]l
horltontrl r.Inforclng rtaal to ba contlnuoug around cornera
and at rell lnt.r..ctlon.. lllnlnu|l rainforcalont prot.ctlor.
-Concrlt. poured rgrlnst 3!rth ln
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All lurb€r tlhrll bs Doug-tlr 12 E{5 or battar, !1I wolnanlzed
lurb.r .h.ll bc H.r-Flr f2 AaS or b.tt.r (all ltrnber rithln 1en ol llnlah grrd. !u.t ba rolrrnlred), Provld. lolld blocklng
at o,-oi on c.nt.r ln 6tl. dl6phra9r.. All columnr to b.
contlnuou. baarlng to foundetlon.
lnchor bolt. lnd boltr lhall br ^1o7. All Trubolt lledge
Anchot. and Rarieta to b€ Inalall€d accordlng to tranufacturers
!pcolflcatloha.
Llv. lord! u66d for de.lgn-
-Roof-90 Pa( ano$.
-floor-{o p6f r6rld6ntlrl.
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All conrtructlon rust cornply elth the 1997 unlforn aulldlnq
Cod. a. rdoptotl by th. Tonn of V6tl Butldlng Departnent .nd ths
"C.n.r61 Cottdltloh. ol thc Contract for Con.tructlon'r (aI,\
Docuacnt A2OL). AII cdhstruatlon iu.t be cohplot.d elthln Ur€tolGr.Dcea dercrlbed In tbc 'Re6ld€nti.1 Constructton P.rlorianca GuldcltnG.r as pr€par.d by th. IATIONAL ASSoCIATIoN
OF IIOI{E DUILD'RA.conatruct tJalla ra lolloea--Exterlor-2x6 I 15' oc.
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OR b. hung vlth AIXPAOr| Atrong-Tle hang.r. or .pproved equalE.lll conn.cllon hrrdru. !r ranufrctur.d by SIltPsoN strong-T.Ie or approvcd.qu.lr,
tl) All rtructural !€nbGr. lre 6ho*n ln th.ir llnol poEltlond prop.rly brac.d and .upportad, durlng conBtructlon Lt risy b€naccrerry to lhora portlonr of th€ structure r.lhlla other portlon! ar. b.lng con.tructed. qontecl th. .tructurll .nglnc€r lor con.ultltlon a! rlqulr6d.12) contractoi l. rcapontlbl. lor all norl-lplctfl€d connect{onr,
contact ltluctural .ngln!.i for dotallg aa raqul,r.d. 8n9ln6er to rpprov. all rtructurGl .ubrtltutlon..
llt Contrrctor l! to ooordlnatc rll dlrphraq! p€netratlon6 (i6,chlrn.ya, plurblng ..t.r., .tc.) through floora, rools and loundatlon valla 9lth approprl!t. .ub-cor|tractors . ceneral Contractor la rcaponrlblc for ncana, nathoda, technlqu€E,..qu.nc.a, ptoc.dur.r, vorkranehlp rnd Job-rlte 6afety !.rocletcd rlth thl. proJact. c.n.ral contr.ctor to v€rlfy ar1 dlr.nrlonr rnd .l.vatlon. vlth ,rohltccturrl alrrel,ng.. l{otlfy .nglh..r ol t|ll confllcta ot orl.llon. b.tv.cn varlou. .l eri€ntB o! th. rortlng airs*lng. and th. .xl..t{ng condltlon! b.fora
cotr anclng t,lth thlt pottlon of th. proJact. coDeral Contrlctor to ln.pcct rarodal proJact. lnd v.rlfy prlor uso and prop.r albporal ol crlrtlng i6t.rlel. (1.6. albaatoa, atc.) !!r.qulred by coda. Idant!.ty of rll .xktlng hldd€n Etructural .l.r.nt. ba..d upon Dl.n. by cErRLEa cATttERIt I ASSOCIATES dated a-24-tL.lat All r6t.rhlr .xpo..d to .xt.rlor and/or [ol.tur. condltlonE rhall b. tr.ltad for thaaa condltlonr (1., ch€nlcal treathentr
rtrlnlng, palntlng, dr proollng, nembrane.r fllrhlng, ltc.) as r.qulr.d by cod€. All naterlala to b. tre.led for flrs r.alllanca aa rrqulrcd by cod6.
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TOWNOF'VAIL
75 S.FRONTAGEROAD
VAIL, CO 816s7
970-479-2738
#oor*r*r oF coMMLrNrt orurtMENr
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E02-0033
Job Address: 1467 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1467 GREEN HILL LINIT #B Applied . . : 04/17/2002
Parcel No...: 21.03'1.2403046 Issued. . : M/29/2002
ProjectNo : Expires. .: 1.0/26/2002
orttNER coHEN, RTCITARD W. & DIAIINE H04/L7/2OO2 Phone:
2950 RIVERMEADE DR
ATLAMTA GA
30327
License:
CoNTRACTOR DANTCT EIJECTRIC 04/17/2002 Phone: 719-486-0603
]-838 SII,VER EAGI,E COURT
I-,EADVIIJLJE, CO
80461
Li.cense : 114 -E
APPL,ICAIim DANICT EI-,ECTRTC 04/1-7 /2OO2 Phone: 719-486-0603
1838 SIITVER EAGI-,E COURT
LEADVIIJI-,E, CO
80461
I-,icense: 114 -E
Desciption: ELECTRICAL FOR NEW BED/BATH ADDITION
Valuation: $2.000.00
FEE SUMMARY
Electrical---->
DRB Fee--->
Inveshgation->
will calt__>
TOTAL FEE9->
$50.00
$0.00
$0-00
$3.00
$s3 .00
Total Calculated Fees-> $53.00
Additional Fees------->s0.00
Total permit Fee_> 953 . 00
Payments-------> $53.00
BALANCE DUE---_>$0.00
Approvals:I€e'm: O6000 ELECTRICAI DEPARTMENT
o4/a7/2002 DF Action; AP
Item: 05600 FIRE DEPARTMEIiII
CONDITIONSOF APPROVAL Cond: l-2
(BIJDG.): FrELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE.
DECLARATIONS
I hereby acknowledge that I have read this applicatiory filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninS
and,subdiv,ision codes, design r"rri"*Qpro*,"d, Uniform Building coa"
"oa
o?"r ordinances of the Town applicable
thereto.
REQI,JESIS FOR INSPECIION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE Try TELEPHONE AT 47}2138 OR AT
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
s mvnilFwnl!
Building Permit #:
75 S. Frontage Rd.
Vall, Colorado 81657
Electrical Contractor:Ntct €.%Lrrqc
Town of Vail Reg. No.:t and 'a-lz- r tls
COMPLETE FEET FOR NEW BUILDS and V TIONS FOR ALL & Materials
AMoUNT OF SQ FT IN STRUCTURE: tS O ETECTRICAL VALUATION: g 2OO69
Assts Office at 970-328-8640 or lorPareel S ffiffi
rob Name: Coflf4l RLt robAddress: t 4L1 G(ffii Htu cl6,"rs
Legal Description Lot:Block:Filing:SuMivision: l'',-
Owners Namet r O il€ Nl I Addres:Phone:
Engineer:Address:Phone:
Detailed description of work:
Et+,rw-*< cutt N(? A6fl-gnn+ fiootfiorr
WorkClass: New() Addltion() Remodel f() Repair( ) TempPower( ) Other( )
Work Type: Interior 0Q Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No (X
Type of Bldg.: Singl+family ( ) Duplo< C{ Mulu-family ( ) Commercid ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Un'rts in thb buiding: 2 No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes ( ) No (d)
DoesaFireAlarmExisil Yes( ) No( ) lDoesaFireSprinklerSysternExist Yes( ) No( )
tt.i**rtt*t*tttt**t.*.*.*rrrrr.ir*rrrrrFOR OFFICE USE ONLYi** *r**r *r * r r I rr rr r*. **.r rr..*.t *rrtt
F:/s/eryon€y'tbnm/elccperm
rr r a al6 A tl
REUU APH I6 /UUI'
-,.r-xh
.:1!,t*
"_,.i.rq;tt!',.;.,v.,
If this is a remodel in a multi-family buibing
from the association is required.
" i.*. i ' ':,l
o
o
o
o
o
o
Amendment to the 1999 N.E.C. Town of Vail Ordinance 1O-1-6.
Overhead services are not allowed in the Town of Vail.
Underground seruices have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be located no<t to the meter on the o<terior wall of the structure easily
accessible.
All underground conduits are required to be inspected bellore back-filling the trench.
In multi-fimily dwelling units, no electrical wiring or feeder cables shall pass from one unit to andler. Common
walls and spaces are accePted.
NM Cable (Romer) is not allowed in commercial buildings or structures o<ceeding three (3) stories.
No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail.
TOWN OF VArL ELECTRTCAL PERMIT GUTDEUNES
All installafions of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted wlthout a copy of the DRB approval form atbched (if applicable).
If this permit is for installation of an exterior hot hrb 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 hrb 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.
with a homeowners association, a letter of permissiont
' t;',{"
o If this permit is for a commercial space, two (2) sets of stamped drawings are required.
I have read and underctand the above.
Signaturc Date Signed
If you have any questions regarding the above information or have additional questions'
pteasecontacttnefown of Vail Electrical Inspecbr at97O-479'2L4T.Theinspectorcan be
ieached on Tuesdan Thursdayand Friday mornings betrreen the hours of 8am and 9am. You
may also leave a voice mail and the inspectorwill call you back
TOIVN OF,VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970479-2738
#oorrr*T oF coMMUNrrY oruutrr*,
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M02-0093
job Address: 1467 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 146TEGREENHILLCT Applied..: 04/30/2002
ParcelNo...: 210312403046 Issued. .: 05/07/2002
Project No : -tRf Of rto L( j Expires . .: 11./09/2002
ohrNER coHEN, RTCTTARD W. & DTANNE H04/3O/2OO2 Phone:
2950 RIVERMEADE DR
ATI,ANTA GA
30327
License:
CoNTRACTOR R & H MECHANTCAL LLC 04/30/2002 Phone: 303-s43-9894
1047 CHERRWALE ROAD
BOULDER, CO
80303
License : l- 84 -M
APPI,ICAIVT R & H MECI{ANICAI IJIJC O4/3O/2OO2 PhONC: 303-543-9894
].047 CHERRWAI,E ROAD
BOUL,DER, CO
80303
Li-cense: 184 -M
Desciption: DUCTWORK REVISIONS
Valuation: $2,250.00
# of Gas Appliances:0 # of Gas Logs: 0 # of Fireplacc lnJornation:Restdcted: Y
Wtx Pellet:FEE SUMMARY
Me.chanical-->
Plan Chcck-->
Investigation->
Will Call--->
S60 - 00 Restuarant Plan Review-->
A1q on DRR Fon------------------>
S0.00 TOTALFEES-------:>
$3.00
$0.00 Total Calculated Fees--->
S0.00 AdditionalFees------>
$78.00 T )tal Perrnit Fee------->
PaYments------------>
BALANCE DUE-->
s?8,00
$0.00
s?8.00
$78.00
$0.00
Item: 05100 BUILDING DEPARTMEIflT
o5/o7 /2oo2 ,JRjM Action: AP
Item: 05500 FIRE DEPARTMEIIIII
CONDITION OF APPROVAL Cond: L2
(BLDG.): FIPLD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIAIICE.
Cotdz 22
(BL,DG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 IIt'lC, OR SECTION
701 0F THE 1997 IMC.
Cond:23
(BLDG.): INSTALLATION MUST CONFORM TO I{ANUFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 T'MC, CTIAPTER 10 OF THE 1997 IMC.
Cond: 25 v
(hT,NE. ) : GAS APPIJIANCES SHATL BE VEMTED ACCORDING TO
TERMINATE AS SPECTFIED IN SEC.8O5 OF THE 1997 I'IUC, OR
Cond: 29
(BLDG.): ACCESS TO HEATTNG EQUIPMENT MUST COMPIJY WITH
TI{E 1997 I]MC A}iID CTIAPTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG.): BOIL,,ERS SHAIJL BE MOIINTED ON FLOORS OF NONCOMBUSTIBI-,B CONST. IINITESS
I.,ISTED FOR MOT'NTING ON EOMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECIANICAIJ ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG. ) : DRjAINAGE OF MECIIANICAI-, ROOMS CONIAINING HEATING OR HOT-WATER SUPPLY
BOILERS SI{AIJIJ BE EQUIPPED WITH A FLOOR DRJAIN PER SEE. TO22 OF THE 1997 UMC, OR
sEcrroN 1004.6 0F THE 1997 rMC.
DECLARATIONS
I hereby acknowledp;e that I have read this application, filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
o
CHAPTER
CHAPTER
CIIAPTER
8 AND SHAIJIJ
8 OF THE 1997 IMC-
3 AIiID SEC.]0L7 0F
ITIQUESTS FOR INSPECTION SHAI-L BE MADE TWENTY-FOUR HOURS IN /DV
PM.
SIGNA
AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
44urc,ao
OR CONTRACTOR FOR HIMSELF AND OWNEF
o
75 S. Frontagc Rd.
Vall, Colorado 81657
Provide to scale to
o
o Flue,
o Heat
oEq
Permit will not be accepted without the following:
CONTRACTOR INFORMATION
Ez;-;*:;;; ?N-s 176
Town of Vail Reg. No.:
/ -)*-htfbdt 970-328-8640 or forParcel #
rob Name: C-ahl ho,ror r.,-robAddress: tit.%/ e,tlttt- 6,
LesarDescription lut: lQ I nnct' ll rims'sumivision: 6-{ft'.1 LtO{
owners Name: (n+rzl I Address: i+b1 €- U4EA l*q Cnil Phone:
Ensineer: N)F llAddress:Phone:
Detailed description of work:
D,lcr ,/erLtL Au,s rcsrl g
WorkClassr New() Addition( ) Aherationffi Repair( ) Other( )
BoilerLocation: Interior( ) E:<terior( ) Otnerpll Does an EHU exist at thb location: Yes ( ) No X
Typeof Bldg: Slngle-famiv( ) DuRlexP 'Multi-family( ) Commercial ( ) Restaurant( ) Other( )
No. of Edsting Dwelling Units in this building: 7-No. of Accommodation Units in this building:
No/Tvoe of Fireolaces Existino: Gas Aoolhnces ( ) Gas toos ( ) Wood/Pellet ( ) Wood Burning (
Noffype of Fireplace Proposed: Gas Appliances ( ) Gas LoSs ( ) Wood/Pellet ( ) Wood Burnirg(NoT ALLOWED)
Is 6E; conveEionEm a wooo buming fireplace to inTpe Pnase Il device? Yes ( ) No ( 4
o
7ry,{
W6tx.
44!o:t:
Sa
Oc.r
s€f4w5nNb
a4t
ft1lrl+<-t
4',vYe'
(il412"
h" rr'-2"
wTffiDlOUq-Mftu{arfl?Al
a1q1p6(ou{ffiH .Ib e ?EWe
t
ttr lL t)vcf
acoglr-rz le*tJ TO Softrr?
Town of Vail ,
oFFtnr c0PY
Det"ro (Grtl DvcT
0t*1o
17tt?-
Dvcr
c r t
^t
A
A
woQr0l-
EAMuil, -g..'
Raloc*Te tzf'tL
,rr9g 1z) 9S's
gp$6
4?tLvt'
aw+re<ttuw
lgr P, Abl HaH
vAnl'coto(4qo
TAwaeL 4)WtvEtotl r+tu>lbu
/0 ft@Lu{?t/luz
FMt/+m
TOIVNOE VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
otoorrr*T oF coMMUNrrY orur*orr*,
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P02-0024
Job Address: 1467 GREENHILL CT VAIL Status . . . : ISSLIED
Location.....: 1467 GREENHILL CT Applied . . : 04/12/2002
Parcel No...: 2'1.031.2403046 Issued. . : 04/19/2002
ProjectNo: Expires..: 70/76/2002
ov\tNER coHEN, RTCHARD W. & DIANNE HO4/L2/2OO2 Phone:
2950 RIVERMEJADE DR
ATLANTA GA
30327
License:
COIifIIRACTOR AST AIID MCFERRfN PLWBING & O4/I2/2OO2 Phone: 970-926-5862
P.O. BOX 1303
EDWARDS, CO
87632
License : 2O2-P
APPI,TCANT AST AI{ID MCFERRIN PI-,T'MBING E O4/L2/2OO2 PhONE: 970.926-5A62
P.O. BOX 1_303
EDWARDS, CO
8L632
Iricense': 2O2-P
Desciption: ADD 1-WC, 1 TUB AND 1 LAV
Valuation: $4,000.00
Fireplacc lnJormation: Restricted: ??# of Gas Appliances: ?? # of Gas [ogs: ?? # ot
$?8.00
sss.00
5?8.00 Total Pcrmit Fee----> $133.00
Wood Pallet:
Plumbing-->
Plan Check->
Investigation->
Will Call--->
S60.00 Restuarant Plan Review-->
$15. 00 DRB Fee--_-->
so. oo TOTAL lrLlls-------->
$3.00
$0 . 00 Total Calculatcd Fees-->
S0.00 {ddili6n6llge5---2
Payments--->
BALANCE DUE->
$133 - 00
90. 00
Item: 05100 BUIIJDING DEPARTMEIIT
o4/Le/2oo2 JR]M Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL Cond:12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plotplalt, tocomplywithun fo*rrort"rr"esand stateliaws, and tobuild *?*r"accordingto thetowns zoninp
and subdivision codes, design review approved, UniformBuildingCode and other ordinances of the Town applicable
thereto.
REQTJESIS FOR INSPECTION SHALL BE MADETWENTY-FOI,JR HOURS IN ADVANCE trYTELEPFIONE AT479-A38OR ATOTJROFFICE FROMS:(n AM -5
PM.(
TTJREOFOWNER CONTRACTOR FOR HIT4SELF AND OWNET
o
P
OR UNSIGNED
Project #:
Building Permit #:
Plumbing Permit #:
97 O-47 9-2L49 (Inspections)
RM TION
75 S. Frontage Rd.
Vail, Colorado 81657
COMPTETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
Contact and Phone #'s:
-6dtp,*fu rlo,
Town of Vail Reg. No.:
7/L
P!-UMBING: $
As*ssorc Office at 97O-328-8640 or visit
parcel # (RequireC if no bldg. permit # is ptovided above)
rob Name: 6"9'" ftpq't;:1yff" /4U7 ;retur ta,'// rt l/ail
I-egal Desqiption I rce, /fi Block:Filing:Subdivision'fi- Lyart
ourners
^u^"t fl ,r, ho.r/ Lo h rt Address: l4[7 6noa hiilcrr Phone:
Ensine€r:ly'orr4 fuuefuf Address: 1tr),,i Phone:
WorkClass: New( ) Additionfi) Alteration( ) Repair( ) Other( )
T1rye of Bldg.: Single-family ( ) Ouplex [x) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ()
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
";1 l No( )
for Parcel #
**:l********************t***************FOR OFFICE USE ONLY**rr*t******'k*********+*****+*****)t***
Ottrer Fees:Date Reeived:
DRB Fees:Accepted Bv:
Planner Siqn-off:
F/e\6yondformdplmbPe rm
rc,M-
DATE ROUTED:
DATE DUE:
1'd r98S-926-Ot 6 2lqt2qt d urJJelcX i 1sU egt!60 ZO ZI JdU
Mpfcgerrin
PLUMBING & HEATING, INC.
FAXCOVERSEEDT
rROI&GLENNAST
FAX: (970)92658c1
PEOIYET
DAfEt
PAGES
TO:
FAX:
COMMENTS:
-rl
RD.
,*r/6
*o{€ q wt r'+/+ftg
2u. M,/ Erq ,? AoA P
Otr,,,,
(IllOReE & \rlage ayd.. $.a8 Ae(F . P.O.E(rlS]3. Edwer&, co 81632 ' [S7Ol 9265862 ' l97O! 926.58681
1'd egBS-ge6-OL6 ?tHt?qta ulJJaJcLl t tsg e6t:60 eO Zt udU
o o
(t]'J
o o
o
A I L--
--J./
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2 t 38
FAX 970-479-2452
www.ci.vail.co.us
FILE /j/iPY
May 14,2002
Mr. J.J. Hoeft
Land Design By Ellison, Inc.
P.O. Box 1259
Avon, Colorado 81620 Fax: 949-3288
Re: Lot 10, Glen Lyon Subdivision /1467 Greenhill Court
Dear J.J.:
The purpose of my letter is to provide you with written documentation of the Town's approval of the
proposed landscape plan for the Joss Residence.
The landscape plan approval is a condition ofa preyious ret'ining wall height variance request approved by
the Town of Vail Planning & Environmental Commission. This approval shall meet the obligations
prescribed by ftg Qe'"mis5l6a.
Should you have any questions or concems, please do not hesitate to call. I can be reached by telephone at
479-2145.
Sincerely,
rL.-Rr*tu,t
George Ruther, AICP
ChiefofPlanning
Town of VaiI
{g ^"n"uor ro
06-Mar-200?ll6:21 FrorDlJl{t{
I !
AgPLIilALP O 9?0{761755
t
L.ew orrtccs
DuruH & AePHr'rALR P'C'
a tFaa4|ettr cotPor tr&
WesrSrr.n B^N* Bult-Dlrto
toB SourH FFoNlac? Rolo WEsr
Sulvg:oo
Vetl' Cotonroo
gl6!7'6Oet
6 March 2002
I
T-118 P.00t/001 t-717
Jotlx w. pullll
^RTHUF
. ASPTAi{ALF. JF.
INGA HAAGEIT5ON CAUSEY
at cot l€tL:
JERRY 1.,. HA N H
YELE
'
}IO
'{
E i
(s70r 476-0300
TACSIHILE:
tf'ror 4?6-47C5
tt;glE.flryE rtoali
ornrt udlb.ie1,!furea
cEFl|?laD L3t* .allllArl
XAREX H. DUNNI CL'/IS
Mr. George Ruther
Town of Vail
DePatment of Community Dsvelopment
tti south Froutage Road West
vail CO 81'657
Re: Iot 10, Glen LYon SuMivirsion
Dear George, ' :
As you are aware, our Firur leprfents Ellenore Joint Ventute, the owner f rhe
west dupiex residecne located on the above property'
you recently u[ote a le$er at the request of Dr. Richard cohm confirmiug that
the internal conve$adon oia portion of thi east duplex on the ?bq" Pmperty by Dr'
a;#;;rdd uot atrd the rigbt of_the oumers ol the west duplor to use ceftain
;J;;ilp;; rights avaitabte t6 the tatrer property. Ellenqre would siurply like to
confirm that your ""r**"" ortends to ttre ltitity of EU"''ore to enjoy the benefits Of
an 25g-foot renovati;; addition, if that fras ,not otherwise been used' 'Your
confirmation of that below, and the rerurn {i-O[tl"n*'"non to rts by telecopldr'
would be aPPreciated.
t
' Thank you agai{ tor your assistance and yotu efforts'
I
Ttre foregoing is confirrred:Town of Vail
I
DIJNN &
a
Ellsrore Joint Venture
;By:
I0t4rA,m
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2t39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Cohen Interior Conversion DRB Number: DR8020054
Project Description:
Conveft existing 8' high crawlspace into bedroom & bath with addition of egress windows
Participants:
OWNER COHEN, RICHARD W. & DIANNE H03/13/2002 Phone:
2950 RIVERMEADE DR
ATLANTA GA
30327
License:
APPUCANT Pam Hopkins 0311312002 Phone: 476-2201
Snowdon & Hopkins Architects
Box 3340
Vail, CO
Pam@snowdonhopkins.com 81658
License:
Project Address: 1467 GREENHILL CT VAIL Location:
Legal Description: Loh 10 Block: Subdivision: GLEN LYON SUB.
Parcel Number: 210312403046
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:vote: Date of Approval: O3lI3l2Oo2
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.
Planner: Judy Rodriguez DRB Fee Paid: l20.OO
l'lan 13 O2 nO4: 25p
2-26-lggs 4,wtPr4
.Feb 05 02 O5:0{p
Snoudon&Hopkins Rrch i tect
FRO.v SnoudontHopkihs nrch i ttct
7.?P2 ,/r
Gacrrl tnnornrtlonl
4-ryts r0qqlC.d6bl ctiefl n t reetw r9orofid rirro arhniniry r hit{ha p.nnt.s*irton.
nfar 6 the snnfid rqdrrtlnts b 0le g..ddf.r rFFoi,.l drn b 'tetacd, ^,r
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VED
Erlt E slC svomGl lqtlflllLl|Gl !t ole oaiuOfaf +Fosal thn b cqucfod, Art npf,qon ,or OrScn Rctt€vr
camot b |cegted mtil tf ,lqdrcd Jnturn rm b ncdvcd by hc Co'rfiurtft OGI*,F ct* ocpcrfntcrn, ffr proJed rfy also io.d to be ra/i€ricd h th? Tfin Carrtt rnd/or hc ptilutne ard'tnrtrqrute &ilnbdoo.Dc.h .Cvirw rpprlBl lrtacr oahts. lordiry rrn*t b h|Grl r|. o|:tnrtbn con|rHcai ritt*r
oar yrr of l||c rgprwrL ::
tocatlonottlrc Pmpof r r^r',1 0 .ttrlttt
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t{andr}of {bnct(s):
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lrr.no ot Aptl|Crne
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El 99ns
O CorEeDtrral Rr{isw
tr ihw Coruhnin O Atldi0orl
O rtnc rtuttin
(muH-{.dtt/colttrn rdd)
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fo. cd||!rudoo o{ a rnr &Shi a dancTahiu.Fq ddlEcr rilrn sqrr. ftobgE Ir rddd b .ny .!*tand!l or
omnarid hiUry firdrdcsZCt ddtirrr i ntsdor onrursos).
. for mhd <hrngt5 b !f,rrgr |t|d *! bnFoylr|a rs. s,th rt
rErefing, prl$n9, wiGbi danbrr ftn€e3 rnd
rtoin rg fdq crr.
fs nttor qtr{:s b ht5n$ |0al rlC.||rgunn€|tt, $Ch G,
ttrcofiC, p.lthfL rldor ddrin4 |tlt'rc.pirg. tbno.6 .rd
t&I'ltitr0mls,at
l2O Fo rcat qr! n ptons rsdy ,pFoi,cd bf nr.rrrng frtaff or Ole
DeCatr nay|e|Y lqfll
t{o Fac
pltr.d o.: 810?lt*0blef(cont!dEagteCo.lisersor!t
tom
l"lar 13 O2 O4: 25p
lZ-tbr-200? l5:t3 FrurDtllll
s-2Et-lggg 2'37PM
(ao 2t Ue ur:JJP
':''
'q
Snourdon&Hopk i ns Rrch i tect
^BPrt o?o{I6tt65
FRClM
gnoudon&l{oPkrns flrch rteci
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p.3
{r
JOIdiT PROPETTY OWIIER
WUTTETI IPPRIOVAL LEf rER'
rul{l\|
,, (prr, *r*).4!'?4e - -h fl utut'\ffi " ''*,-1rytv TYrl1yo"
aellrlffit} IqU I
provide this letter as rrrlttBn cPilw0t of $s ptln&ded whifi tuNn
Dcensubnlttedto$rrorrnofvaltCornmurreyoc"t+lrtcr'tD€pr'tmcr*ford|ePtopdedimprocments
!obecomPblcdat$eaddressDotedabrre.tutlHsndBlatttreproposcdimPro/e'nenu*:^ | --, ut4r tl /
I
I ftrrtfier ufrdersnfrd tlrat mirror nrodslcltiols nroy be rndc to d|e Dhns sver ure cot'rse of tne revidv
I
pfocess to'e;rsurccsnPllme{th thc'-f3aryrfs |Pclcabe cdls andregulofnm''
-*Uet'tsP+^tT \tddful't
t'flAE (-, \(^. ln'**-
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DR 00100003i12200 DESIGN REvltl', FEES 20 .00
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"-----
MEMORANDUM
TO: Planning and Environmental Commission
FROM: Community Development Department
DATE: November 12.2001
SUBJECT: A requesl for a variance from Title 14, Development Standards, to allow
for the replacement of an existing retaining wall with a new wall that
exceeds six feet in height, located at 1467 qreenhillCoun/_Lo1l!,Glen
Lvonsubdivision. -
-
--rr-l Applicant: Ellenore Joint Venture/Richard & Diane Cohen Planner: George Ruther/Allison Ochs
I. DESCRIPTION OF THE REQUEST
The applicant's, Richard & Diane Cohen and Eric Joss, are requesling a variance from
Title 14, Town of Vail Development Standards, to allow for the replacement of a failing
retaining wall with a new engineered retaining wall that exceeds the six-fool height
limitation, located at 1467 Greenhill CourVlot 10, Glen Lyon Subdivision.
The existing timber crib wall was constructed at the time of the original home
construction. The existing wall is a two-tiered wall with a maximum height of twenty-one
(21 ') feet. Since its original construction, the exterior timbers and internal deadman
timbers have rotted causing the force of the retained earth lo create several bugles in
the wall. The wall must be replaced to protect the residence from potential damage.
The applicants are proposing to reconstruct a single wall with a maximum height of
twenty (20') feet. The wall will be relocated to the south a distance of twenty (20') feet
from the back of the building. The twenty (20') foot distance is needed to accommodate
ground nailing and drilling equipment. The exterior surface of the new wall will be earth-
tone colored shol-crete.
II. REVIEWING BOARD ROLES
A. The Planning and Environmenlal Commission is responsible for evaluating a
proposal for:
1. The relationship of the requested variance to other existing or potenlial uses and
structures in the vicinity.
2. The degree to which relief from the strict or literal interpretation and enforcement
of a specified regulation is necessary to achieve compatibility and uniformity of
treatment among sites in the vicinity, or to attain the objectives of this Title
without grant of special privilege.
The effect of the requested variance on light and air, distribution of population,
transportation and traffic facilities, public facilities and utililies, and public safety.
Such other factors and criteria as the Commission deems applicable to the
proposed variance.
The DRB has NO review authoritv on a variance, but musl review any
accompanying DRB application.The DRB is responsible for evaluating the DRB
proposal for:
1. Architectural compatibility with other structures, the land and surroundings
2. Fitting buildings into landscape
3. Configuration of building and grading of a site which respects the topography
4. Removal/Preservation of trees and native vegetation
5. Adequate provision for snow storage on-site
6. Acceptability of building materials and colors
7. Acceptability of roof elements, eaves, overhangs, and other building forms
8. Provision of landscape and drainage
9. Provision of fencing, walls, and accessory structures
10. Circulation and access to a site including parking, and site distances
1 1. Location and design of satellite dishes
12. Provision of outdoor lighting
STAFF RECOMMENDATION
The Community Development Department recommends approval of the requested
retaining wall height variance to allow for the construction of the new retaining wall. The
recommendation for approval is based upon the review of the criteria outlined in Section
lV of this memorandum. This recommendation is subject to the following findings:
That the granting of the retaining wall height variance does not constitute a grant
of special privilege inconsistent with the limitations on other properties in the
Primary/Secondary Zone District.
That the strict literal interpretation or enforcement of the wall height regulations
results in a practical difficulty or unnecessary physical hardship inconsistent with
the development objectives of the Municipal Code or the Primary/Secondary Zone
District.
There are exceptions or extraordinary circumstances or conditions applicable to
the applicant's property that do not apply generally to other properties in the
Primary/Secondary Zone District.
Should the Planning & Environmental Commission choose to approve lhe requested
variance, staff recommends that the following conditions be made part of the approval:
J.
4.
B.
ilt.
1.That the applicant installs a six-foot tall chain link construction fence with an
attached erosion control mesh along the western limit of disturbance line to limit
site disturbance and prevent encroachment upon Town of Vail property. The
applicant shall also install a four-foot tall plastic construction fence around the
remainder of the construction area. The construction fences shall be erected
prior lo the issuance of a building permit for the retaining wall work and shall
remain in place throughout the duration of the construction project.
That the applicant removes the temporary site access road and reslores the site
to its original grades and revegetates all areas of disturbance with native
grasses, prior to a final landscape inspection.
3. That the applicant returns to the Town of Vail Design Review Board
proposed final landscape plan for the site. The plan shall in
surface drainage, lhe mitigalion of twenty (20) aspen trees caliper inches)
and the screening of the ends of the wall with coniferous trees.
shall return to the DRB for final approval prior to Januarf{ 2002._!
BACKGROUND
Title 14 of the Vail Town Code regulates the heights of retaining walls. Pursuanl to the
regulations, no walls shall exceed six (6') feet. in height. Title 14 does allow for the continuation
of non-conforming sites and site improvements and would allow for maintenance of non-
conforming site improvements. This would allow for the replacement of any relaining wall
exceeding 6 feet in height, provided the wall was reconstructed in the same location as the
original, non-conforming wall. However, a variance is required when the nonconformity is
increased. Title 14 states:
"To encourage redevelopment, there shall be some flexibility granted to nonconforming
sites and structures. However, whenever possible, compliance with the Development
Standards shall be achieved."
On November 7,2001, the applicant appeared before the Town of Vail Design Review Board for
a final review of the proposed wall design. Upon taking testimony from the applicant and
discussing alternative design solutions, the Board voted 4-0 to approve the applicants' request
with conditions. The four conditions are as follows:
1. That the approval of the applicant's Design Review Board is conditioned upon an
approval of a pending application for a retaining wall height variance currently
scheduled for final consideration of the Town of Vail Planning & Environmental
Commission on Monday, November 12,2001. Should the variance request be
denied by the PEC, the DRB approval of November 7 , 2001 , shall become null and
void.
2. That the applicant installs a six-foot tall chain link construction fence with an attached
erosion control mesh along the western limit of disturbance line to limit site
disturbance and prevent encroachment upon Town of Vail property. The applicant
shall also install a four{oot tall plastic construction fence around the remainder of the
conslruclion area. The conslruclion fences shall be erected orior to the issuance of
2.
tv.
J.
4.
a building permit for the retaining wall work and shall remain in place throughout the
duration of the construction project.
That the applicant removes the temporary site access road and restores the sile to
its original grades and revegetates all areas of disturbance with native grasses, prior
to a final landscape inspection.
That the applicant returns to the Town of Vail Design Review Board with a proposed
final landscape plan for the site. The plan shall include provisions for surface
drainage, the miligation of twenty (20) aspen trees (''|80 caliper inches) and the
screening of the ends of the wall with coniferous trees. The applicant shall return to
the DRB for final approval prior to January 1,2002.
CRITERIA AND FINDINGS
A. Consideration of Factors Reoardino the Relainino Wall Heioht Variance:
1. The relationship of the requested variance to other existing or
potential uses and structures in the vicinity.
Staff does not believe that lhe requested wall height variance will have any
negative impacts on other existing or potential uses and structures in the vicinity.
The new wall will be of the same height as the existing wall, only it will be thirteen
(13') feet further south. Staff believes that the applicant is essentially repairing
and maintaining an existing non-conforming wall. Technically, pursuant lo the
non-conforming structures section of the Zoning Regulations, the applicant could
have repaired and replaced the wall without variances, however, in order to
ensure the longevity of the wall, a new design including ground nailing is
proposed. The need to get equipment behind the residence causes the need to
relocale the wall to the south. The applicant has moved the wall the minimum
distance necessary to gain access for the construction equipment.
2. The degree to which relief from the strict and literal interpretation
and enforcement of a specified regulation is necessary to achieve
compatibility and unilormity of treatment among sites in the vicinity
or to attain the objectives of this title without a grant of special
privilege.
The applicant has proposed the minimum deviation necessary to receive relief
from the strict and literal interpretation of the retaining wall height regulation.
Following discussions with the applicants' representatives, staif would
recommend that the applicant regrade the area at the base of the wall lo reduce
the apparent height of the wall. The contractor will be removing a substantial
amount of fill dirt and staff believes that the fill dirt could be used at the base of
the wall to bring the grade up. While the wall would be constructed with a
maximum height of twenty (20') feet, the first four or five feet of wall could be
buried below grade. The area could then be replanted with the trees required as
part of the Design Review Board's condition requiring tree mitigation. lf the fill
V.
dirt and regrading were done, maximum height of the wall above finish grade
would be reduced lo fifteen or sixteen feet. Staff believes that this option is
superior to constructing a second wall, as a second wall, while creating a tier for
landscaping, still results in twenty feet of wall face.
3. The effect of the requested variance on light and air, distribution of
population, transportation and traftic facilities, public facilities and
utilities, and public safety.
Staff believes there will be minimal, if any, negative impacts on the above
referenced criteria.
B. The Planninq and Environmental Commission shall make the followinq lindinos
before qranlinq 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.
2. That the granting of the variance will not be detrimental to the public
health, safety or welfare, or materially injurious lo properties or
improvements in the vicinity.
3. That the variance is warranted for one or more of the following reasons:
a. The strict literal interpretation or enforcement of the specified
regulation would result in practical difficulty or unnecessary
physical hardship inconsistent with lhe objectives of this title.
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 of
other properties in the same district.
JOHN W. DUNN
ART H UR A. ABPLANALE JR'
INGA HAAGC NSO N CAUSEY
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JERRY W. HAN NAH
Law OFFlcEs
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17 October 2001
TCLEPHONE:(970) 476.0300
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Mr. George Ruther
Town of Vail
Department of Communir"v Development
111 South Frontage Road West
\/ail CO 81657
Re: Retaining Wall Repair, 1467 Greenhill Court, Vail, Colorado
Dear George:
Our Firm represents Ellenore Joint Venrure, one of the owners of the duplex
located at the above ploPerry in Vail, who has been given authority to act on behaif
of the other owners, fuchard W. Cohen and Dianne H. Cohen' Our clients have asked
that we request of the Town of Vail permission to repair the retaining ra,rall rvhich lies
above and to the south of this properry through its replacement by a concrete
reraining wa11, secured by soil nails, to be located aPproximately 15-20 feet south of
the exisiing residence. This lener is being provided in the hope of obtaining the
approval oith" O"p".r*ent of Communiry Development for repair of the wall through
iti reconstruction with more suitable design and construction matedjrl'
As you are aware, the retaining wall in question was constructed of timbers
intended to protect the naro residences on the ProPerfy against movement of the
mountain toward the duplex building. The wall is failing, and the verbal reports which
our ciients have received fi'o* the engineers u'ith whom they are working indicates
that the properry is threatened by the current siruation. lf the situation is not
corrected before winter, the iikelihood of total failure of the wall and destruction of
the residence increases sigrrificantiy. Because of this siruation, an emergency exists
u'hich requires immediate aftention and correction.
Our clients recogrrize that the repairs to the wall in question r"'i11 result in a
retaining wall higher than that normaliy permined under the Municipal Code.
However, the existing r,r'a]l is already higher than normally permitted, ard, as such, it
is a non-conJorrning use.
The repair of the wali caused by movement of Vail Mountain toward the
residences on the above properry appears to be perrnitted under the Municipal Code.
Section 12-18-9 provides as follows:
JD
RESTORATION: Whenever a nonconforming use which does not conform with
the regUlations for the district in which it is located' or a nonconforming
stnrcture or site improvement which does not conform with the requirements
for setbacks, heighi densiry control, building bulk control or site coverage is
destroyed by fire or other calamiry, by act of God or by the public enemy' its use
may be resumed or the structure may be restored, provided the restoration is
commenced u,ithin one year and d.iligently pursuant to completion' All new
construcrion must conform to the applicable Uniform Building Code, Uniform
Fire code and other relevant codes regarding safery and construction which are
in effect at the time rebuilding is proposed'
The earth movement is properly characterized as both a calamiry and an act of
God. Neither our clients ,tot "ttyott.
else has control over that activiry' The new waLl
wili be corstructed in a manner consistent with applicable codes relating to safery and
construcdon. With reference to safety, reconstruction of a wali identicai to the failing
wall would not provide safery, and the proposed desrgn is necessara in order to
achieve a safe siruation while *it.i*itittg impacts, and while maintaining consistency
with ttre Town's goa.ts. The height of the proposed repair is necessitated by a
combination of (a) the need to hive su-fficient room to secure the wali to the slope
(through soil nails), (b) the height of the slope to be retained, and (c) the fact that a
staged"or tiered wa]l wou-ld resu-it in the d.esmlction of many more trees, which would
be iounterproducrive for both the Town and the proPerry owners. while our clients
recognize that they might apply for a variance in this situation, a variance does not
app; to be requiied, and insufficient time edsts for the variance piocess if the work
*tr.i"ir is required to protect the house against damage and destruction through the
required repair of the wall is to occur prior to winter'
Wehopetohaveanengineeringreporttoyouwithinthenexttwodal's,mg1g
specifically sening forrh the iistory of the problem, the effons to repair the wall with
a less aggressive approach, the requirement for the repair of the wall through
reptacenie-rrt; the current threat to the residence, the likeiihood of damage to the
."rid"rr.", if no action taken; and the requirement for action' If you feel that you are
able to act on this request based upon the contents of this lerter, that would be ideai'
If you require the engineering reporr, then action may be deferred untii we have that
to you. Ii you requirl add'itioni informadon, please advise me of that fact'
xc: Ellenore Joint Venture
Dr. and Mrs. Richard Cohen
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LANNING AND ENVIRONMENTAL COM
PUBLIC MEETING RESULTS
o
MISSION
Monday, November 12, 2001
PROJECT ORIENTATION / - Community Development Dept. PUBLIC WELCOME
MEMBERS ABSENT MEMBERS PRESENT
Galen Aasland
Chas Bemhardt
Diane Golden
John Schofield
Brian Doyon
Doug Cahill
Dick Cleveland
Site Visits :
1.
2.
4.
5.
Driver:
Hagerman residence - 1784 & 1794 S. Frontage Rd. West
Cohen residence - 1467 Greenhill Court
Lions Square Lodge - 660 West Lionshead Place
Mountain Haus - 292 E. Meadow Drive
Parks residence - 4166 Columbine Drive
Brent
%
12:45 pm
PEC hearing extends until 6;00 p.m., the board may break for dinner from 6:00 - 6:30
Public Hearinq - Town Council Chambers 2:00 pm
1. A request for a major amendment to Special Development District No. 6, to allow for the
conversion of accommodation units into employee housing units and a request for a
conditional use permit, to allow for Type lll employee housing units, located at the Vail
Village Inn, 100 East Meadow Drive/Lots M,N and O, Block 5D, Vail Village 1"' Filing.
Applicant: Daymer Corporation Planner: Allison Ochs
MOTION: John Schofield SECOND: Chas Bernhardt VOTE: 7-0
APPROVED MAJOR AMENDMENT TO SDD NO. 5 WITH 2 CONDITIONS:
That the approval of this major amendment to Special Development
Dislrict No. 6 shall not supercede any previous approvals for this special
development district.
That the Fire Marshal completes an inspection of the site prior to second
reading of ordinance to ensure compliance with all applicable flre codes
and safety provisions.
NOTE: lf the
1.
2.
\
APPROVED CONDITIONAL USE PERMIT WITH 2 CONDITIONS:
1. That the conditional use permit to allow for Type lll employee housing
units shall expire on June 1, 2002.
2. That the applicant shall enter into written agreement with the Town of
Vail in a form approved by the Town Attorney stating that these units
shall be used for employee housing until such date that the conditional
use permit expires.
A request for a variance from Section 12-7H-10 (Setbacks), Vail Town Code, at the Lion's
Square Lodge, located at 660 West Lionshead Place/Lot 1, Vail Lionshead 1"'Filing.
Applicant: Lion's Square Lodge Planner: Bill Gibson
TABLED UNTIL DECEMBER 10, 2OO1
A request for a variance from Sections 12-7A-9 (Site Coverage) and 12-74-6 (Setbacks),
Vail Town Code, to allow for the construction of a new front entry feature at the Mountain
Haus, located at292E. Meadow Drive/Lot 5, Part of Tract B, Vail Village 1"'Filing.
Applicant: Mountain Haus, represented by Fritzlen Pierce Architects
Planner: Bill Gibson
MOTION: Dick Cleveland SECOND: Chas Bernhardt VOTE: 6-1 (Schofield opposed)
TABLED UNTIL DECEMBER 10, 2OO1
A request for a variance from Section 12-6D-5 (Lot Area and Site Dimensions), Vail Town
Code, a minor subdivision of Lots 2 & 3, Vail Village West, Filing No. 2, to relocate a
common property line and a rezoning of Lot 3, Vail Village West, Filing No.2, from Two-
Family Primary/Secondary Zone District to Single-Family Zone District and setting forth
details in regard thereto, located al 1784 & 1794 South Frontage Road West/Lots 2 & 3 Vail
Village West, Filing No. 2.
Applicant: PhilipHagerman/AllisonOchs Planner: George Ruther
MOTION: John Schofield SECOND: Diane Golden VOTE: 7-0
FORWARD A RECOMMENDATION TO TOWN COUNCIL TO CHANGE ZONING
MOTION: John Schofield SECOND: Dick Cleveland VOTE: 7-0
APPROVED MINOR SUBDIVISION WITH 1 CONDITION:
1. That the applicant submits a final plat of the resubdivision of Lots 2 & 3, Vail Village
West, Filing No. 2, to the Town of Vail Community Development Department for
review and approval prior to recording the plat with the Eagle County Clerk &
Recorder. The final plat shall be recorded within one (1) year of the date of Planning
& Environmental Commission approval.
MOTION: John Schofield SECOND: Diane Golden VOTE: 7-0
APPROVED VARIANCE
?.
?
4.
5. A request for a variance from Title 14, Development Standards, to allow for the replacement
of an existing retaining wall with a new wall that exceeds six feet in height, located at 1467
Greenhill CourULot 10, Glen Lyon Subdivision.
Applicant: Ellenore Joint Venture/Richard & Diane Cohen Planner: George Ruther/Allison Ochs
MorloN: John schofield sEcoND: Doug cahill VorE: 6-1 (Doyon opposed)
APPROVED WITH 3 CONDITIONS:
1. That the applicant installs a six-foot tall chain link construction fence with an attached
erosion control mesh along the western limit of disturbance line to limit site disturbance and
prevent encroachment upon Town of Vail property. The applicant shall also inslall a four-foot
tall plastic construction fence around the remainder of the construction area. The
construction fences shall be erected prior to the issuance of a building permit for the
retaining wall work and shall remain in place throughout the duration of the construction
project.
2. That the applicant removes the temporary site access road and restores the site to its
original grades and revegetales all areas of disturbance with native grasses, prior to a final
landscape inspection.
3. That the applicant returns to the Town of Vail Design Review Board with a proposed final
landscape plan for the site. The plan shall include provisions for surface drainage, the
mitigation of twenty (20) aspen trees (180 caliper inches) and the screening of the ends of
the wall with coniferous trees. The applicant shall return to the DRB for final approval by
January 11 , 2002 prioF{eJa+uaqf{Jo0?
6. A request for a worksession to review preliminary alternatives for the development plan of
Middle Creek Village, located at the site known as "Mountain Bell"/an unplatted piece of
property, located at 160 N. Frontage Rd./to be platted as Lot 1, Middle Creek Subdivision.
Applicant: Vail Local Housing Authority, represented by Odell Architects
Planner: Allison Ochs
TABLED UNTIL DECEMBER 10,2OO1
7. A request for a variance from Sections '12-6C-6 (Setbacks) & 12-6C-9 (Site Coverage), Vail
Town Code, to allow for the construction of a Type I Employee Housing Unit, located at 4166
Columbine Drive/Lot 18, Bighorn Subdivision.
Applicant: Timothy Parks Planner: George Ruther/Allison Ochs
MOTION: John Schofield SECOND: Chas Bernhardt VOTE: 7-0
TABLED UNTIL DECEMBER 10,2OO1
8. Approval of October 22,2001 minutes
9. Information Update
The applications and information about the proposals are available for public inspection
during regular office hours in the project planner's office located at the Town of Vail
Community Development Department, T5 South Frontage Road. Please call 479-2138 for
information.
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Sign language interpretation available upon request with 24 hour notification. Please call 479-2356,
Telephone for the Hearing lmpaired, for information.
Community Development Department
.linlr
Department of C ommunity Deve lopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
wwwci.vail.co.us
February 26,2002
Mrs. Pam Hopkins
Snowdon & Hopkins Architects, P.C.
P.O. Box 3340
Vail, Colorado 81658
Re: Interior Conversion, Lot 10, Glen Lyon Subdivision
Dear Pam:
I have received your letter dated February 21, 2002 inquiring about the impacts of an interior conversion on
the overall development potential of a property.
The purpose ofmy letter is to respond to your inquiry and to inform you that the interior conversion that
you have proposed for the Cohen residence will not negatively impact the overall development potential of
the property (Lot l0).
The interior conversion of crawl space areas within a house is pcrmitted by Chapter 12-15-4 of the Town of
Vail zoning regulations. This provision is intended to accommodate existing homes where residents desire
to expand the amount of usable space in the intcrior of a home. The interior conversion of the Cohcn's
crawl space to Gross Residential Floor Area (GRFA) will not impact the firture development potential of
the adjoining duplex unit owner (Joss) since this potential square footage is within the Cohen residence,
and thus, only available to the Cohen's. The Joss' may also be eligible for intcrior convenion square
footage.
Should you have any questions, please do not hesitate to call. I can be rcached most easily by telephone at
(970) 479-2r4s.
Sincerely,
flry-R,*,1,-,r
George Rutheq AICP
Chief of Planning
Town of Vail
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highcountrylaw.c,om
e-mai!: vaillaw@vail.net
CERTIFIEO LEGAL ASSISlANT
KAREN M. OUNN CLAS
Law Orrtces
Duruu & AepLeNrauq P.C.
A PROFESSIONAL CORPORATION
WesrSren Banx BurlorNc
roe Sourx FRoNTAGE Rolo Wesr
Su rre soo
Varl, Coloaaoo
81657-5047
28 December 2001
JOH N W. OUNN
ARTHUR A. ABPLANALB JR.
INGA HAAGENSON CAUSEY
OF COUNSEL:
JERRY W. HANNAH
Mr. George Ruther
Town of Vail
Department of Community Development
111 South Frontage Road West
Vail CO 81657
Re: Retaining Wall Repair, 1467 Greenhill Court, Vail, Colorado
Dear George:
As you are aware, our Firm represents Ellenore Jointventure, one of the owners
of the duplex located at the above address in Vail. Ellenore Joint Venture has been
working on its own behalf and on behalf of the other owners of the duplex residence
at this address, Dr. and Mrs. Richard Cohen, toward resolution of the failing retaining
wall south of the residence. Both our clients and Dr. and Mrs. Cohen appreciate the
work which you and Allison put into obtaining approval of the repair and replacement
of the retaining wall which lies above and to the south of this property.
The repair of the wall during the winter, as planned bythe property owners, has
proved to be impossible because several factors, including the arrival of substantial
snow and the inability of the proposed contractor to identiff the impact and cost of
winter work. Further, our clients' principals have been unable to determine the wishes
of Dr. and Mrs. Cohen with reference to scheduling in view of these problems.
As a result of these factors, it seems unlikely that any work toward repair or
replacement of the wall will occur during the winter. Our clients are aware of the
January deadline for a landscape plan, and they asked that I contact you in order to
determine the effect of the change in scheduling on that deadline. In our conversation
earlier this month, we reviewed that issue, and it is my understanding from you that
the Town's concern related to having the landscape plan approved as soon as possible
was associated with the expectation that construction would be proceeding
immediately upon approval in November.
r[lfoe A,'Q.
Ifff,clrED'